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CC-000445-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: CC-000445-2016 Date Issued: Wednesday, August 30, 2017 This is to certify that work requested to be done as shown by Permit Number CC-000445-2016 has been completed. Tax Map Number: 296.11-1-42 Location: 543 BAY RD Owner: Planned Parenthood Mohawk Hudson,Inc. Applicant: Gary McCoola,Architect,PLLC This structure may be occupied as a:Commercial Alterations/Additions 5537 s.f. By Order of Town Board TOWN OF QUEENSBURY Cross Ref.: AV PZ-0122-2016 approved by ZBA 4/27/2016;SP PZ-0105-2016 approved by PB 4/28/2016 Issuance of this Certificate of Occupancy DOES NOT relieve the 4st property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 QL Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: CC-000445-2016 Tax Map No: 296.11-1-42 Permission is hereby granted to: Planned Parenthood Mohawk Hudson,Inc. For property located at: 543 BAY RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tvce of Construction Owner Name: Planned Parenthood Mohawk Hudson,Inc. Business Office-Alteration $1,200,000.00 Owner Address: 1040 State ST Total Value $1,200,000.00 Schenectady,NY 12307 Contractor or Builder's Name/Address Electrical Inspection Agency V&H Construction,Inc. PO Box 126 Fort Edward,NY 12828 Plans&Specifications Commercial Altemtions/Additions 5537 s.f. Cross Ref.: AV PZ-0122-2016 approved by ZBA 4/27/2016;SP PZ-0105.2016 approved by PB 4/28/2016 $1,107.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,August 22,2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the exp' anon date Wyust Dated at the Town of eensb �i1on2016 SIGNED BY: or the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office Use Only Date: -'f IAL ( I Zo I to � Permit No. �1IE)�•�}O,1rv. ,S Tax Map ID Z q (v. I I — I - +2- Permit Fee Cc-000taa S-2-0 I b Zone O P['tGE Historic? _Yes 4No Rec Fee Subdivision Name Lot# Site Plan# Subdivision# Project Location X43 EM"( F—oAb TOWN So.RESOLUTION 86-2013: $850 recreation fee for new dwelling units—single family,duplexes/two-family,multiple family, apartments,condominiums,townhouses,and/or manufactured&modular homes,but not mobile homes. This is in addition to the permit feels). Primary Owner(s) P-AWF,1> FA MNTl -ooi> N10t}ft wk N�DSaN (NG, Address 10+9 SThTE ST 7 SCO FNff-0 Arid W1 1 Z 50-7 Phone/Email 3-rd _ 353 2Z 5`b L 4A l-L P_Y G PPMHG 6}o l rl%S,D(e el Applicant *2-e-NI'f1=C_T, pVI.G Address 3 gIZoAD 5T 3P—D FI�v� �i� vsAs N`1 l��ot Phone/Email 7q Z _OD so yv1 CCD ot-A_ i1��H l71%�T Q MSN. GJp M Contractor V* �{ G�N5j7uJ�T'loN I G. Address PO Fiox t?, & , pT 5->h/,4lzD N`1 I a828 Phone/Email 74& _ G;Z9 H' i.gf2paK 0 �,4'ND , NF-r Contact Person for Building&Codes Compliance: 4A `i mee-oo/A Phone 71 Z -UoSa TYPE OF CONSTRUCTION ✓Check all that apply New Addition Alteration in floor sf 2"d floor sf Total sf Height Single Family Two-Family Multi-Family (#of units Townhouse Business Office 5 1537 rj r� 3 7 Zp t t I I Retail-Mercantile Factory-Industrial Attached Garage (1, 2, 3, 4+) Other Town of Queensbury Building&Codes Principal Structure Application revised January 2016 If commercial or industrial please indicate name of business pt A NNEp p4rz6N1"1-WD, Mat1•i9 wlc "D56N Proposed use of building or addition M FiA1";At. OFFiC-r- Source of Heat(circle one) Gas Oil Propane Solar Other Fireplace: Complete a separate application for Fuel Burning Appliances&Chimneys ►, 00F_ Are there structures not shown on plot plan? �1p Are there easements on the property? N a Site Information: a. Dimensions or acreage of lot ®, S S A-GF-e�S b. Is this a corner lot? _,X Yes _No c. Will the grade be changed as a result of construction _Yes _.�_No d. Public water or Private well (circle one) (TubliO Private e. Sewer or Private Septic System(circle one) ewer Private Value of all work to be performed (labor or materials) $ 1, 000, 000 DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement / description of the work proposed, that all work will be performed in accordance with the NYS Building Codes,local building laws and ordinances,and in conformance with local zoning regulations 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: 4A%'y /MG ezqoz_� DATE: 7111h&, SIGNATURE: ./c �r�/� DATE: -7/// /�o For office use only Operating Permit Issued: —Yes —No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 COMcheck Software version 4.0.3.1 Envelope Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: Planned Parenthood Mohawk Hudson Location: Warren County, New York Climate Zone: Be Project Type: Alteration Vertical Glazing/Wall Area: 10% '1\ �1 C Construction Site: Owner/Agent: Desi .1raaclor. 543 Bay Road Planned Parenthood Mohawk Ga MCCoola,Architect,PLLC- Queensbury, NY 12804 Hudson 3 Broad Street- 3rd Floor - 1040 State Street Glens Falls, NY 12801 Schenectady, NY 12307 - Building Area Floor Area 1-entire building(Health care clinic) Nonresidential 5537 Envelope Assemblies R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1-entire building] 49.0 0.0 0.021 -- 0.021 — Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1 -entire — — -- — building],Exemption:Framing cavity filled with insulation. Window 1:Vinyl/Fiberglass Frame:Fixed,Clear,Fixed,Fixed, — -- 0.280 — 0.360 0.400 [Bldg.Use 1-entire building] Door 1:Insulated Metal,Swinging,[Bldg.Use 1 -entire building] — -- 0.083 --- 0.370 — Door 2:Glass(>50%glazing):Melal Frame,Entrance Door, — — 0.450 — 0.770 0.400 Entrance Door,Entrance Door,[Bldg.Use 1 -entire building] Basement Wall 1:Concrete Block:8",Partially Grouted,Cells — 8.7 0.095 — 0.108 — Empty,Furring:None,Wall Ht 8.0,Depth B.G.6.0,[Bldg.Use 1- entire building] (a)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Envelope TBD: Alteration details not specified E1tED glpc�,, , I 296.11-1-42 CC-000445-2016 ! i Planned Parenthood r 543 Bay Road sass • Comm. Alterations/Add. 5537 s.f. oF N Project Title: Planned Parenthood Mohawk Hudson a Report date: 07/06/16 Data filename: C:\Users\Gary\Documents\COMcheck\GF Planned Parenthood.cck Page 1 of 8 COMcheck Software Version 4.0.3.1 Inspection Checklist Energy Code: 2014 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the COMcheck software Text in the"Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Comments/Assum tions # Plan Review Complies. P & Re .ID C103.2 Plans and/or specifications provide all ❑Complies (PRI]' information with which compliance ❑Does Not can be determined for the building ❑Not Observable envelope and document where ON Applicable exceptions to the standard are claimed. C402.3.1 The vertical fenestration area <= 30 []Complies [PR10]1 percent of the gross above-grade wall ❑Does Not area. ❑Not Observable []Not Applicable C402.3.1 ',The skylight area <= 3 percent of the ❑Complies [PR11]1 gross roof area. []Does Not ❑Not Observable ❑Not Applicable C402.3.2. Skylights in office,storage, ❑Complies 2 automotive service,manufacturing, ❑Does Not [PR15]1 non-refrigerated warehouse, retail []Not Observable store,and distribution/sorting area ❑Not Applicable have a measured haze value> 90 percent unless designed to exclude direct sunlight. Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1 2 1 Medium Impact(Tier 2) 3 Low Impact Crier 3) Project Title: Planned Parenthood Mohawk Hudson Report date: 07/06/16Page 2 of 8 Data filename: C:\Users\Gary\Documents\COMcheck\GF Planned Parenthood.cck Section # Footing/Foundation inspection Complies? Comments/Assumptions & Re .ID C402.2.4 Below-grade wall Insulation R-value. ❑Complies Seethe Envelope Assemblies table for values. IFO112 ❑Does Not []Not Observable ❑Not Applicable C303.2 Below-grade wall insulation Installed ❑Complies [FO2]2 per manufacturer's instructions. []Does Not []Not Observable ❑Not Applicable C403.2.8. Exterior insulation protected against ❑Complies 1 damage,sunlight, moisture,wind, ❑Does Not [FO611 .landscaping and equipment []Not Observable maintenance activities. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Planned Parenthood Mohawk Hudson Report date: 07/06/16 Data filename: C:\Users\Gary\Documents\COMcheck\GF Planned Parenthood.cck Page 3 of 8 Section �Commen�ts/Assumptlons # Framing!Rough-In inspection Compiles. & Re .ID C402.4.1, .The building envelope contains a ❑Complies C402.4.2 continuous air barrier that is sealed in ❑Does Not [FR16]1 an approved manner and either []Not Observable .constructed or tested in an approved ❑Not Applicable manner.Air barrier penetrations are pp sealed in an approved manner. C402.4.3, Factory-built fenestration and doors ❑complies C402.4.4 are labeled as meeting air leakage ❑Does Not [FR18]3 requirements. ❑Not Observable ❑Not Applicable C402.4.7 Vestibules are installed on all building mplies [FR17]3 entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable ❑Not Applicable C402.3.3, Vertical fenestration U-Factor. ❑Complies See the Envelope Assemblies table for values. C402.3.4 ❑Does Not [FR811 []Not Observable []Not Applicable C402.3.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR1011 []Does Not []Not Observable ❑Not Applicable C303.1.3 Fenestration products rated in ❑Complies [FR32]2 accordance with NFRC. ❑Does Not []Not Observable []Not Applicable 0303.1.3 '.Fenestration products are certified as []Complies [FR13]1 to performance labels or certificates ❑Does Not provided. []Not Observable ❑Not Applicable C402.2.7 .U-factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ❑Does Not meets requirements. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Planned Parenthood Mohawk Hudson Report date: 07/06/16 Data filename: C:\Users\Gary\Documents\COMcheck\GF Planned Parenthood.cck Page 4 of 8 Section Comments/Assum tions # Mechanical Rough-in Inspection Complies. p & Re .ID C402.4.5. '.Stair and elevator shaft vents have ❑Complies 1 'motorized dampers that automatically ❑Does Not [ME3]3 close. []Not Observable ❑Not Applicable C402.4.5. .outdoor air and exhaust systems have ❑Complies 2 -motorized dampers that automatically ❑Does Not [ME58]3 shut when not in use and meet ❑Not Observable maximum leakage rates.Check ❑Not Applicable gravity dampers where allowed. Additional Comments/Assumptions: 11 High Impact(Tier 1) 1 2 JMedlUM Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Planned Parenthood Mohawk Hudson Report date: 07/06/16 Data filename: C:\Users\Gary\Documents\COMcheck\GF Planned Parenthood.cck Page 5 of 8 Section # Insulation Inspection Complies? Comments/Assumptions & Re .ID 0402.4.1. All sources of air leakage in the ❑Complies 1 building thermal envelope are sealed, ❑Does Not [IN111 .caulked,gasketed,weather stripped []Not Observable or wrapped with moisture vapor- ❑Not Applicable permeable wrapping material to minimize air leakage. C402.4.2. Roof R-value.For some ceiling ❑Complies See the Envelope Assemblies table for values. 1 ,systems,verification may need to ❑Does Not [IN211 .occur during Framing Inspection. []Not Observable ❑Not Applicable C303.2 Roof insulation installed per ❑Complies [IN311 manufacturer's instructions.Blown or ❑Does Not poured loose-fill insulation is installed ❑Not Observable only where the roof slope is <=3 in 12. ❑Not Applicable _ C303.2 Above-grade wall insulation installed ❑Complies [IN7]1 per manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable C303.1 Building envelope Insulation is labeled ❑Complies [IN10]2 with R-value or insulation certificate ❑Does Not providing R-value and other relevant []Not Observable data. ❑Not Applicable C303.2.1 Exterior insulation is protected from ❑Complies [IN14]2 damage with a protective material. ❑Does Not Verification for exposed foundation []Not Observable insulation may need to occur during ❑Not Applicable Foundation Inspection. 0402.2.1 Insulation intended to meet the roof ❑Complies [IN17]3 insulation requirements cannot be []Does Not installed on top of a suspended []Not Observable ceiling.Mark this requirement ❑Not Applicable compliant if insulation is installed accordingly. 0402.4.9 Vapor retarders on the Interior side of ❑Complies [IN18]3 frarned where the walls, framedfloors eavity Is not []Does Not ventilated to allow moisture to []Not Observable escape.Does not include below-grade ❑Not Applicable assemblies. Additional Comments/Assumptions: 11 High impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Planned Parenthood Mohawk Hudson Report date: 07/06/16 Data filename: C:\Users\Gary\Documents\COMcheck\GF Planned Parenthood.cck Page 6 of 8 section Comments/Assum tions # Final Inspection Complies?. P & Re .ID C402.4.6 Weatherseals installed on all loading ❑Complies [FI3711 dock cargo doors. []Does Not []Not Observable []Not Applicable 0402.4.8 Recessed luminaires in thermal ❑Complies [F12613 envelope to limit infiltration and be IC ❑Does Not rated and labeled.Seal between []Not Observable interior finish and luminaire housing. []Not Applicable 0406 Efficient HVAC performance, efficient []Complies [FI3411 lighting system, or on-site supply of ❑Does Not renewable energy consistent with []Not Observable what is shown the approved plans. []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Planned Parenthood Mohawk Hudson Report date: 07/06/16 Data filename: C:\Users\Gary\Documents\COMcheck\GF Planned Parenthood.cck Page 701' 8 Project Title: Planned Parenthood Mohawk Hudson Report date: 07/06/16 Data filename: C:\Users\Gary\Documents\COMcheck\GF Planned Parenthood.cck Page 8 of 8 VISION Engineering STATEMENT OF SPECIAL INSPECTIONS Project Name: Planned Parenthood FFLE COPY Project Location: 543 Bay Road Queensbury NY 12804 CONTENTS OF THIS DOCUMENT Part I Statement of Special Inspections Part II List of Contacts Part III Schedule of Special Inspections Part IV Quality Assurance Plans for Wind and Seismic Requirements,when required(Required: ❑Yes N No) PART I —STATEMENT OF SPECIAL INSPECTIONS This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection requirements of the Building Code of New York State. It includes a Schedule of Special Inspection Services applicable to this project as well as the name of the Special Inspector and the identity of other approved agencies intended to be retained for conducting these inspections. The Special Inspector shall keep records of all inspections and shall furnish reports to the Code Enforcement Official, the Owner and Owner's Agent, and to the Registered Design Professional (RDP) for Structural Engineering. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Code Enforcement Official and to the Registered Design Professional for Structural Engineering. The Special Inspection program does not relieve the Contractor of his or her responsibilities for a quality assurance program and the requirements of the Contract Documents. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim reports shall be submitted to the Code Enforcement Official, the Owner and Owner's Agent, and to the Registered Design Professional for Structural Engineering at the completion of each phase of construction or each type of work. Items which require the immediate attention of the Contractor for remediation or corrective measures shall also be forwarded to the Contractor, the Owner and Owner's Agent, and the Registered Design Professional for Structural Engineering within one day of inspection date. AFinal Report of Special Inspections documenting completion of all required Special Inspections and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. ENGINEERS STAMP: Prepared By: NOW W.PyanP.e. 'C�OF NEiv1' Daniel W. Ryan P.E. 301&09.1609:]4:]1-Dana �� 9 Type or Print Name Owner's Authorization: 91 , W Signature Date '< (7 Code Enforcement Official's Acceptance: Ess Signature Date Professional Seal 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P: 518.792.9264•F:518.792.9282 www.visionengineeringlic.com . PART II — LIST OF CONTACTS W�l Name & Address Phone r - Name Planned Parenthood Home/Office Address Cell 1. Owner Fax E-Mail Name Gary McCoola Architect PLLC HomelOffice 518-792-0050 Address 3 Broad Street-Third Floor Cell 2. Owner's Agent Glens Falls,NY 12801 Fax E-Mail mccoola_architect@msn.com Name Daniel W. Ryan P.E. HomelOffice (518)792-9264 X117 3. RDP for VISION Engineering LLC Cell (518)742-9569 Structural Engineering Address 206 Glen Street,Suite 56 Fax (518)792-9282 Glens Falls, NY 12801 E-Mail dryan@visioneng.email Name Town of Queensbury HomelOffice 4. Code Address 742 Bay Road Cell Enforcement Official Queensbury NY 12804 Fax E-Mail 2 PART III — SCHEDULE OF SPECIAL INSPECTIONS The following sheets comprise the required Schedule of Special Inspections for this project. The construction divisions that require special inspections for this project are as follows: ® Soils&Site Preparation ❑ Fabrication ❑ Exterior Insulation & Finish Systems(EIFS) ❑ Foundations ® Cast-in-Place Concrete ❑ Masonry ❑ Wall Panels&Veneers ❑ Smoke Control ❑ Structural Steel ® Wood ❑ Sprayed Fire Resistant Materials ❑ Special Conditions Inspection Agents Firm &Contact Person FAddress& Phone . - Daniel W. Ryan, P.E. VISION Engineering, LLC 1. Special Inspector 518-792-9264 ext 117 206 Glen Street, Suite 56 Glens Falls, NY 12801 2.Testing Laboratory TBD Note: The qualifications of all personnel performing Special Inspection activities are subject to the approval of the Code Enforcement Official. The credentials of all Inspectors and testing technicians shall be provided upon request. The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent; not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Code Enforcement Official prior to commencing work. QualificationsKey for Minimum PE Professional Engineer EIT Engineer in Training ACI American Concrete Institute Certified Concrete Field Testing Technician AWS American Welding Society Certified Welding Inspector ASNT American Society of Non-Destructive Testing—Level II or III RDP Registered Design Professional ICC International Code Council NICET National Institute for Certification in Engineering Technologies—Level II Qualifications of inspection agents may be indicated on the Schedule of Special Inspections in instances where the Code or RDP for Structural Engineering deems such requirements appropriate. 3 TABLE 1. MINIMUM QUALIFICATIONS FOR SPECIAL INSPECTORS • - REFERENCE MINIMUM QUALIFICATIONS 1. Current ICC Reinforced Concrete Special Inspector or ACI Concrete Construction Inspector. 2. Concrete field testing can be by an ACI Concrete Field Testing Technician with Grade 1 Reinforced Concrete Table 2 certification. 3. Intem Engineer with relevant experience. 4. New York State RDP with relevant experience. Pretension Tendons 1. Current ICC Reinforced Concrete certification and ACI Concrete Field Testing Technician with Grade 1 certification,plus one year relevant experience. 2. Intem Engineer with relevant experience. Prestressed Concrete N/A 3. RDP with relevant experience. Post-tension Tendons 1. Current Post-Tensioning Institute(PTI)certification. 2. Intem Engineer with relevant experience. 3. RDP with relevant experience. 1. Current AWS Certified Welding Inspector 2. Current ICC Structural Steel and Welding Certificate plus one year of relevant experience. Welding NIA 3. Current ASNT Level II certification. 4. Current ASNT Level 111 provided previously certified as ASNT Level 11. 1. Current ICC Structural Steel and Welding certification and one year of relevant experience. High-Strength Bolting&Steel WA 2. Intem Engineer with relevant experience. Frame Inspection 3. RDP with relevant experience. 1. Current ICC Structural Masonry certification and one year of relevant experience. Masonry N/A 2. Intem Engineer with relevant experience. 3. RDP with relevant experience. 1. Current ICC Spray-Applied Fireproofing certification and one year of relevant experience. Sprayed Fire-Resistant WA 2. Intent Engineer with relevant experience. Materials 3. RDP with relevant experience. Excavation&Filling;Verification 1. Current NICET Level II certification in geotechnical engineering technology/construction. of Soils;Piling&Drilled Piers; Table 3 2. Intent Engineer with relevant experience. Modular Retaining Walls 3. RDP with relevant experience. 1. Precast:Current ICC Reinforced Concrete certification plus one year relevant experience. 2. Bar Joist:see welding requirements. Inspection of Fabricators NIA 3. Metal Building:see welding requirements. 4. Structural Steel:see welding requirements. 1. RDP with relevant experience. Exterior&Interior Architectural WA 2. Intem Engineer with relevant experience. Wall Panels 3. See the masonry requirements for the SI of masonry veneers subject to BCNYS Section 1704.10 Exterior Insulation&Finish 1. RDP with relevant experience. System(EIFS) N/A 2. Intem Engineer with relevant experience. 1. See the requirements in Building Code of New York State(BCNYS)Section 1704.14.2. Smoke Control WA 2. The RDP responsible for design. Seismic Resistance N/A 1. See the applicable categories in this table. 1. Intem Engineer with relevant experience. Wood Table 4 2. New York State RDP with relevant experience. 4 TABLE 2. REQUIRED VERIFICATION & INSPECTION OF CONCRETE CONSTRUCTION VERIFICATIONAPPLICABLE •N AGENT# CONTINUOUS PERIODIC 1. Inspection of reinforcing steel,including prestressing tendons,and placement. 2. Inspection of reinforcing steel welding in accordance with Table 2, Item 5b. 3. Inspect bolts to be installed in concrete pdor to and during ✓ placement of concrete where allowable loads have been increased. 4. Verifying use of required design mix. ✓ 5. At the time fresh concrete is sampled to fabricate specimens for strength tests,perform slump and air content tests,and determine the temperature of the concrete.Note batch time and time to empty truck.Provide and submit batch ticket for engineer records. ✓ ® One set of six compressive strength test cylinders for each days pour for each class of concrete.Test two at 7-days and two at 28 days,reserve two for future tests if required.Dispose of reserve cylinders after acceptable 28-day test results,otherwise hold for 45 or 60-day testing r SER direction. 6. Inspection of concrete and shotcrele placement for proper ✓ application techniques. 7. Inspection for maintenance of specified curing temperature and techniques. 8. Inspection of prestressed concrete: a. Application of prestressing forces. ✓ b. Grouting of bonded prestressing tendons in the seismic-force- V/ resisting system. 9. Erection of precast concrete members. ✓ 10. Verification of in-situ concrete strength,prior to stressing of ✓ ❑ tendons in posttensioned concrete and prior to removal of shores and forms from beams and structural slabs. 11. Inspect formwork for shape,location,and dimensions of the concrete member being formed. TABLE 3. REQUIRED VERIFICATION & INSPECTION OF SOILS & SITE PREPARATION VERIFICATIONAPPLICABLE •N AGENT# CONTINUOUS PERIODIC 1. Soils ® a. Verify materials below footings are adequate to achieve design bearing capacity. .....................------------- ---------- ................. ® b. Verify excavations are extended to proper depth and have V/ reached proper material. c. Perform classification and testing of controlled fill materials, where applicable. d. Prior toplacement of controlled fill,observe subgrede and verify that site has been prepared properly. 2. Compaction Testing 6 a. Verify use of proper materials,density,and lift thickness ✓ ❑ during placement and compaction of controlled fill,where applicable. TABLE 4. REQUIRED VERIFICATION & INSPECTION OF WOOD CONSTRUCTION VERIFICATIONAPPLICABLE •N AGENT# CONTINUOUS PERIODIC 1. Structural Studs,Joists,Rafters,Columns,Shear Walls: ® a. During construction,inspect materials and installation details for compliance with design documents. 2. Inspect the following Engineered Wood Components: a. Prior to the start of construction: ® 1) Wood trusses for compliance with approved documents. ✓ ® 2) Wood structural panels for compliance with approved v/ documents. ® 3) Wood beams,joists,columns,and frames for V/ compliance with approved documents. b. During construction: 1) Installation of lateral components(shear walls,hold- ✓ ® down anchors,etc)for compliance with design documents and approved submittals. 6 DESIGN CALCULATIONS FOR PLANNED PARENTHOOD RENOVATIONS MISC. STRUCTURAL COMPONENTS QUEENSBURY, NY Submitted to: Gary McCoola, Architect,hitect, PLLC ENGINEERS STAMP: 3 Broad Street-3 Floor Glens Falls, NY 12801 OF NEW , E Submitted by: y oP Daniel W. Ryan P.E. (NY#079060) ` - VISION Engineering, LLC 206 Glen Street, Suite 56 Glens Falls, New York 12801 0,o a007,Obo �? VISION Project No. 1020 July 29, 2016 Daniel W.Ryan P.E. 2016.07.29 13:12:20-04'00' GENERAL NOTES: VISION Engineering, LLC was retained by the above Architect as the structural engineering consultant for the project noted. This calculation submittal includes the design of structural components prepared by our office for the planned renovations at the location specified. VISION is responsible for the structural design and engineering pertaining to existing building components impacted by the planned scope of work and the proposed building additions. Calculations and the corresponding design for gravity and lateral loading have been completed in accordance with the 2010 Existing Building Code of NYS and 2010 Building Code of NYS where applicable. The design of other building components or attachments, systems, finishes, and architectural, mechanical, electrical, and plumbing systems are the responsibility of others. F=COPY VISION Engineering PLANNED PARENTHOOD RENOVATIONS S71eye.7V CAL CAL-CS Fort &0& —A5vme "e.sys /MPues 7v �ee-vdvm&js Lcv-e. 3 — ",0070,4-1 ,w✓J r 4o1-10L y A'/ felflll (gkbLutMynuOF fAadS - Leap Gom�Sws��s DG7c /boJ' 3 �A-�� - D - D + D.�S L � O. �S•S D 1- W D + 0. 7TW + o.�sC f 47SS C7, top + w — 1�M�C Cmno s/l..tszyu2 !h✓�+i'`1S�s w/�y /IrZt./o iF/5131'S/h�t /Nllk9lfPf/� Q�cvpA„Ic�j CrIrE6s>�/ l� L Lv-"s LID Psf office-5 = 50 Ps f '� SNaW Gerao �9 ` 50 /s Tc R-f f-oa/ So(o.1)0-41--1) ` 38 ,f1,s74 a GJl+no S'c lwi✓✓J fRr�o Jo nPti leovGH /3 Date: 7/29/16 Project: Gary McCoola Arch. By. DANIEL W. RYAN P.E. 206 Glen Street-Suite 56-Glens Falls,NY-12801 -P:518.792-9264-F: 618-792-9282 w .visionengineeringIle.eom VISION Engineering PLANNED PARENTHOOD RENOVATIONS Br�Si�- Wr�YD PQ.E3SvIaE � r1iAF,Cs �f�•/Gr�c`b N+t7>�a) f/km l60,4S - A - a-0, 4ca L,USE F.at a(rtcu 772 SvfSA'1C 2-7f- si = 0.077 /1 sfu. F sr rr a> v 5C AelAty%�ror Rar/o 7D G+ttic �yajF,PA,?- c -cIZOirF-. 6"Srs4 nE/sro,t. ,CP2 tirr) 7v7()`r "4?A = s537 Aa-t?.- C [1sr g1,0 c = 41f -a fF AA-E-A o/400/T7 - C = 38y + 6C> f 90 c wctf- IF PoxcGit-s /,,m F.bu& A-azilb.1S >/ o G 3oosr/dJ1 6.2 '4 •• b�S I to t NI t cbr . lC�., an I ,,t W 1.ror-ea wo m -(74v(.7vXAt LAITRht 4r-T,5rAfr VOw6 ;evYr trvo '-WWW-pec tccr �e W-C-m A0D177,NS Ortl (r {,s, m SJISM c GohoG l-1 aoRT}FQ� 4aq ,J,5-- 771:> Melm eh 40D/7No � /� ` 6.S -Arr&we Ft r�nBct� D��,r. R = 3• (v.e) —p = lo Cd = a Fl-, - p ae Ev ' ° z Sos y E c F l 4, E., e _ _ g GG del Date: 7/29/16 Project: Gary McCoola Arch. By. DANIEL W. RYAN P.E. 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P:518.792.9264•F:518-792.9282 www.visionengineeringlic.com VISION Engineering PLANNED PARENTHOOD RENOVATIONS &A-WSWAaL Vx= CS W .7 a qq 6 �.s r W= DL 4 2a'� sl IS-PjF -o D.Z (#a) z 23f f 112,MW &/r 4a9 w -4- -+. (8rJ{O lir. = 9v�6 4 V, s 9ii- q) = Y�y# 60�PA4,si L`A-112 W I rr•)40-7C- - c suE Gvlt q-1 6o J—,cot s 3j t�i✓b i�rkc�} orwFc7� � r b ' br 1 !oma •-��5� w,�.� �o.rnSFiy/t L�z�rt Date: 7/29/16 Project: Gary McCoola Arch. By. DANIEL W. RYAN P.E. 206 Glen Street•Suite 56•Glens Falls, NY•12801 •P:518.792-9264• F: 518-792.9282 www.visionengineeringlic.com VISION Engineering PLANNED PARENTHOOD RENOVATIONS Dino Ips �� /a'��F I 20 /rs f 1402 G Tjt E-A M n-r A2C4 DL : 'L— I,(V (07.7(p z I, w,1, /owe PLL 5�--- Nu 4-Wo n1r1 = (o� Izr {i -16 IF E , IN D b�OP� 1bn. VSe LVL. LUL C-y,J 7n"/f /AnWm c �4E watt n 03Nt NA— 60.Tri. — 7Yw54C3 F*-C44 SIDE + 3- r 1,<Jle, . � $ 7, + �'qL' = 6YD VA Lu I, e d' i 4,4 (3 /4 7" 158Yrif (Z ) y I Ho✓t f ¢ Doan� htT- 3 '1 = 13 Z 3 Zx Y$/ -3 (3 ) zxro Date: 7/29/16 Project: Gary McCoola Arch. By: DANIEL W. RYAN P.E. 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P:518.792.9264•F:518-792-9282 www.visionengineeringlic.com VISION Engineering PLANNED PARENTHOOD RENOVATIONS S- 7 7 = 2- 9 76 z /Yo/7 Y 41 e /ems ot( t ISI Over 5� byt W 'j bL s Zo (to ') = �' fv Zo M = r7y38I7Za wL (.5 'lv "I-vL. rNo c7 lift' n�, s ('2) J-fttl, SJ-vl�;,r f-D.t. Fcu Date: 7/29/16 Project: Gary McCoola Arch. By: DANIEL W. RYAN P.E. 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P:518.792-9264•F:518-792.9282 www.visionangineeringlic.com VISION Engineering PLANNED PARENTHOOD RENOVATIONS F-Iti A-o 01 Tk�1 ( 9,7w -' , (eaRi (Plop ' S° �J F lea 7py 7.xr h1C ')37rs<2 Av 0c s> ktL = /33 7tNe M= <or y 4: y 30 �4; ols tiiC axd C•' � "o c 1151 cz77Cv' — 1,7-9t.—'?0 &41W Ole- FO rl &At4. TL = �o (H rl) r '70004 FG4a+ 70 y ) = Zp* p// Gvsc- = trop A-wo w � Lc<r f n,� .�-rr laaTh* 1 / �� J•1-r7 /� ;�,,.� . pati S!+► ntpy % /t 't Of- for A,mr Ga'+d io r o� �0 ,JboP/F d Date: 7/29/16 Project: Gary McCoola Arch. By: DANIEL W. RYAN P.E. 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P:518.792-9264•F:518-792-9282 w .visionengineeringlIc.com VISION Engineering PLANNED PARENTHOOD RENOVATIONS Ria = �Wtt e Pw�L � ' s« 4- Ralf Us�.o Pc R o rti yZ ryb 02, !� /y(tE ,►1i�. �, 5.21' � /L.svF _ bg �/3'� z 8� 6 A1�w � 21�t f a� .w.. /8 6 tiioc arc o2L lg,/st SvVlr2r BM o /aoO�ne+-� ' 61, z 0 /41 = S7, 7d st H 7, 3?'Q OTC 14,&J e m s JL o(r) s 2. P& r SIM�fu + Nl+ccs4ro k660,1 : y� Date: 7/29/16 Project: Gary McCoola Arch. By, DANIEL W. RYAN P.E. 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P:518-792-9264•F: 518.792-9282 w .visionengineeringllc.com VISION Engineering PLANNED PARENTHOOD RENOVATIONS 0 Vdn--rin.,rnlr /4,•-fn^xs : M-++a. s/rh-I s � -to �t &x 7vows -:6 I'SF e11;"")r_ 77 C-0 /j r�Wre)'C apex P.a., X-TA_ Ir- Ger AtSwi Pqv-r 7r1 s1 Fs �\ — I Sege= Sr/!'�+� !3Y lvi+cr mJt4.y:S �j' 1 ll'r 07wr t s or Vtr wL Cps, ('foA�✓ � /s� SI rc- s l &J 7�PI I.VICW4- 7P5{/S) /-7eiu Ec L S /„ /tOS 714 /4"SS4f/f Z-7-,<Y L 7-}Z Gbaza$ Now Sv/lor 7m- 9.X lj-mw A-C v t- D t. - /J'p,Y Wn = //oar/f u : 3a' psf �j'rsf ( 2)ZI<`-� Ito ('74) Z�s�� po t r Date: 7/29/16 Project: -Gary McCoola Arch. By: DANIEL W. RYAN P.E. 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P:518.792.9264•F:518-792.9282 www.visionenginearinglic.com VISION Engineering PLANNED PARENTHOOD RENOVATIONS %(2-C )q7Wft , e AUL F--rt t'XUr. 7)cffE7 ` Si�PSa+ 1 T�1i4/ - 2 R-laW 6~ = 2 , o z / O!/ c4ezGc l ,rhr Le»� 2F3isr. SYlnh, G r�wo u�+✓r�x 2• z l< �orJF �y 1"5r. Cwt bioiq Ole - S7b G.IJ. t Nfiu.-�6 Ur�Q WU[evl =p b , 6o l �r Date: 7/29/16 Project: Gary McCoola Arch. By: DANIEL W. RYAN P.E. 206 Glen Street-Suite 56-Glens Falls,NY-12801 -P:518-792-9264-F:518-792-9282 www.visionengineeringlic.com COMcheck Software Version 4.0.4.1 Interior Lighting Compliance Certif' ate FILE COPY Project Information Energy Code: 2014 New York Energy Conser. Constr. Code(by application of 90.1 (2010)Standard) Project Title: Relocation of Glens Falls Clinic Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor. 543 Bay Road Planned Parenthood Mohawk Friedman Fisher Associates Queensbury, NY 12804 Hudson 22 Aviation Rd 1040 State St Albany, NY 12205 Schenectady, NY 12304 5184587040 5183745353 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Wafts (ft2) Wafts I ft2 (B X C) 1-ENTRY RECEP(Common Space Types:Comdor/Transition<8 ft wide) 62 0.66 41 2-WAITING(Common Space Types:Lobby-General) 420 0.90 378 3-TOILET CORR(Common Space Types:Corddor/Trensltion<8 It wide) 31 0.66 20 4-MENS TLT(Common Space Types:Restrooms) 50 0.98 49 5-WOMENS TLT(Common Space Types:Restrooms) 50 0.98 49 6-WAITING CORR(Common Space Types:Cortidorrrransition<8 It wide) 73 0.66 48 7-INTAKE(Common Space Types:Office-Enclosed) 137 1 .11 152 8-WORK STATIONS(Common Space Types:Office-Open Plan) 382 0.98 374 9-ADMIN(Common Space Types:Office-Enclosed) 91 1 .11 101 10-STAFF RM(Common Space Types:Lounge/Recreation) 124 0.73 91 11-COUNSELING RM(Common Space Types:Conference/Meeting/Multipurpose) 98 1 .23 121 12-STAFF TLT 14(Common Space Types:Restrooms) 36 0.98 35 13-STORAGE(Common Space Types:Storage) 17 0.63 11 14-EXAM ROOM 1 (Hospital:Exam/Treatment) 92 1 .65 153 15-EXAM ROOM 2(Hospital:Exam/Treatment) 92 1 .65 153 16-EXAM ROOM 3(Hospital:Examrrreatment) 92 1 .65 153 17-CLINICAL CORR 15(Common Space Types:Corridorrrmnsidon<8 It wide) 47 0.66 31 18-CLINICAL CORR 18(Common Space Types:CorridorlTrens@ion<8 ft wide) 270 0.66 178 19-EXAM CORR(Common Space Types:Corridor/Transition<8 It wide) 82 0.66 54 20-TREATMENT CORR(Common Space Types:Conidorlrransltion<8 R wide) 242 0.66 160 21-EXIT VESTIBULE(Common Space Types:Corridor/Transition<8 ft wide) 70 0.66 46 22-EXIT CORRIDOR(Common Space Types:Corridor(rransition<8 ft wide) 128 0.66 84 23-RECO CORRIDOR(Common Space Types:Corridor/Transition<8 It wide) 115 0.66 76 24-TREATMENT RM 1 (Hospital:Exam(rreatment) 175 1 .65 290 26-TREATMENT RM 2(Hospital:Exam/Treatment) 177 1 .65 294 26-EXAM RM 4(Hospital:Exam/Treatment) 98 1 .65 163 27-EXAM RM 5(Hospital:ExamfTreatment) 130 1 .65 216 28-EXAM RM 6(Hospital:Examrrmatment) 95 1 .65 158 29-STAFF TLT 42(Common Space Types:Restrooms) 81 0.98 79 30-PAT CHG/rLT(Common Space Types:Restrooms) 54 0.98 53 31-MEDS(Common Space Types:Laboratory For Medical/Industrial/Research) 58 1 .81 105 32-LAB(Common Space Types:Laboratory For Medical/Industrial/Research) 90 1 .81 163 33-CLEAN WK RM(Common Space Types:Labomtory For 95 1 .81 172 Medical/IndustriaVResearch) Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Mlsc\ComCheck\GFPP Comcheck 8-4-16.cck Page 1 of 21 A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 34-ENV RM 43(Common Space Types:Storage) 31 0.63 20 35-ENV RM 23(Common Space Types:Storage) 15 0.63 9 36-CLEAN STORAGE(Common Space Types:Storage) 57 0.63 36 37-MED WASTE(Common Space Types:Storage) 19 0.63 12 38-SOILED LINEN(Common Space Types:Storage) 16 0.63 10 39-GENERAL STORAGE(Common Space Types:Storage) 60 0.63 38 40-MED SUPPLY(Common Space Types:Storage) 41 0.63 26 41-SOILED WK RM(Common Space Types:Laboratory For 70 1 .81 127 Medlcalllndustdal/Research) 42-NURSEICHARTING(Common Space Types:Ofrice-Open Plan) 154 0.98 151 43-RECO/PREP/NURSE(Hospital:Recovery) 383 1 .14 440 44-MECHIELEC(Common Space Types:Electdcel/Mechanical) 375 0.95 356 Total Allowed Watts= 5475 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. ENTRY RFCFP(Common Space Tvnes,Corddor/Transition<8 ft wide 62 sq ft,) LED 1:D/D-EM:LED DOWNLIGHT:Other: 1 2 18 36 WAITING(Common Space Typ s' obby-General 420 c_a.ft.) LED 2:D1:DECO LED DOWNLIGHT:Other: 1 4 27 108 Linear Fluorescent 1:AIA2IF:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 4 68 272 TOILET CORR I Common Spee Types•Corddor rransition<8 R wide 31 sc.ft.) LED 1:DID-EM:LED DOWNLIGHT:Other: 1 1 18 18 MPNS TLT(Common Space Typ -R ctroom 0_ca.ft.) Linear Fluorescent 1:AIA2IF:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 1 68 68 WOMENS TLT(Common Spac=Typ 7Re troom 0 c.11) Linear Fluorescent 1:A/A2/17:2-LAMP 4'FLUOR:48"TS 32W:Electronic: 2 1 68 68 WAITING CORR(Common Space Types'Corridor/Trancilion<8 ft wide 73 se.ft.) LED 1:D/D-EM:LED DOWNLIGHT:Other: 1 2 18 36 INTAKE(Common Space Typa 'OfB -Enclosed 137 ca ft) Linear Fluorescent 1:A/A2/F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 2 68 136 LED 1:DID-EM:LED DOWNLIGHT:Other: 1 1 18 18 WORK STATIONS(Common Space Type •Oc ffrP-Open Plan 382 se.ft.l LED 1:D/D-EM:LED DOWNLIGHT:Other: 1 8 18 144 Linear Fluorescent 1:MAWR 2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 3 68 204 ADMIN(Common Space Types'Office-Enclosed 91 sa.ft.) Linear Fluorescent 1:A/A2/F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 2 68 136 STAFF RM(Common spare Types'Lounae/Recreation 124 sq.fU Linear Fluorescent 1:A/A2IF:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 2 68 136 COUNSELING RM(Common Space TyDes7Qonf r n /Meeting/ Mnl jpurpose 98 sq.ft.) LED 1:DID-EM:LED DOWNLIGHT:Other: 1 4 18 72 STAFF TLT 14(Common Space Tvnec'Rectroomc 36 ❑ft) Linear Fluorescent 1:A/A2/F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 1 68 68 TOS RAC�(Common SpaceTyp . torage 17 sq.ft.) LED 1:DID-EM:LED DOWNUGHT:Other: 1 1 18 18 EXAM ROOM 1 (Hospital xamffr atm nt 92 sQ,ftJ Linear Fluorescent 2:Al:3-LAMP 4'FLUOR:48"T8 32W:Electronic: 3 1 100 100 Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Mise\ComCheck\GFPP Comcheck 8-4.16.cck Page 2 of 21 A B C D E Fixture ID : Description/Lamp I Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. EXAM ROOM a(Hospi4abFxamlTreatment 92 soft.) Linear Fluorescent 2:At:3-LAMP 4'FLUOR:48"TS 32W:Electronic: 3 1 100 100 EXAM ROOM 3(Hogp'tal•E am/Tr am/�tment 92 soft) Linear Fluorescent 2:Al:3-LAMP 4'FLUOR:48"T8 32W:Electronic: 3 1 100 100 CLINICAL CORR 15(Common Space Types*CorridodTransition<8 ft wide 47 so-ft.) LED 1:DID-EM:LED DOWNLIGHT:Other: 1 1 18 18 CLINICAL CORR 18(Common Space Types'Corridor/Transition<8 ft wide 270 se k 1 LED 1:D/D-EM:LED DOWNLIGHT:Other: 1 8 18 144 EXAM CORK(Common Space Tyoes•Cnmdor/Transition<8 k wide 82 se ft 1 LED 1:DID-EM:LED DOWNLIGHT:Other: 1 2 18 36 TREATMEbjJ CORR(Common 5pace Tynes-Corridodfransition<8 ft wide 242 soft.) LED 1:DID-EM:LED DOWNUGHT:Other: 1 1 18 18 2 3 66 204 Linear Fluorescent 1:AIA2/F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: EXIT VESTIBULE(Common Soace Typ orridodfrensition<8 ft wide 70 se ft 1 Linear Fluorescent 1:A/A2/F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 1 68 68 EXIT CORRIDOR(Common Space T -CorridodTransition<8 ft wide 128 sok 1 LED 1:DID-EM:LED DOWNLIGHT:Other: 1 4 18 72 RECO CORRIDOR(Common Soace'[ypes'^ 'dodfransition<8 ft wide 115 se ft 1 LED 1:DID-EM:LED DOWNLIGHT:Other: 1 2 18 36 TREATMENT RM 1 (HosoitatExamlTreatment 175 sa k) 2 4 68 272 Linear Fluorescent 1:AIA2/F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: TREATMENT RM 9(Hosp t^I•FxamlTreatment 177 sok.) Linear Fluorescent 1:AIA2/F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 4 68 272 EXAM RM 4(gip T^I•F am/Treatment 98 sa ft 1 100 100 Linear Fluorescent 2:Al:3-LAMP 4'FLUOR:48"T8 32W:Electronic: 3 1 EXAM RM e(u......tal,Fxamrrreatment 130 sn ft) Linear Fluorescent 1:A/A2/F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 2 68 136 EXAM RM 6(HosR t I'Exam/Trgatment 95 SQJL) Linear Fluorescent 2:Al:3-LAMP 4'FLUOR:48"T8 32W:Electronic: 3 1 100 100 STAFF TILT 42(Common Space Types,Restrooms 81 so.ft.) 2 1 B8 68 Linear Fluorescent 1:AIA2/F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: PAT CHGITLT(Common Spm Types•Restrooms 54 sq.ft) 2 1 68 68 Linear Fluorescent 1:A/A21F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: M p (,Common SpaceTy nes L bor^tory For Medical/industrial/Research 58 so L) 2 1 68 68 Linear Fluorescent 1:AIA2/F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: I AB j Common Spm.Tyc ato[y For Medical/lndcstrial/Research 90 sa ft 1 Linear Fluorescent 2:Al:3-LAMP 4'FLUOR:48"T8 32W:Electronic: 3 1 100 100 CLEAN N WK RM(Common Spare Tyn bor^tory For Medicaldodu trial/Research 95 5QJJ1 Linear Fluorescent 2:Al:3-LAMP 4'FLUOR:48"TS 32W:Electronic: 3 1 100 100 ENV RM 43(Common Space Iypes-Stornae 31 sc ft Linear Fluorescent 1:A/A2/F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 1 68 68 ENV RM 23(Common Space Tyoes-Storage 15 s0 ft.) 2 1 68 68 Linear Fluorescent 1:AIA2/F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: CLEAN STORAGE(Common Spat Types•Storaae 57 sa ft) Linear Fluorescent 1:A/A2IF:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 1 68 68 IVIED WASTE(-,Common Spagg Iyp s' torage 19 so-ft.) Linear Fluorescent 1:AIA21F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 1 68 68 SOILED LINEN(common Sparrp TypP�s Storaue 16_aa ft) LED 1:D/D-EM:LED DOWNLIGHT:Other: 1 1 18 18 GENERAL STORAGE(Common Space Types. toraae 60 sq-ft.) Linear Fluorescent 1:A/A21F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 1 68 68 Project 710e: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 3 of 21 A B C D E Fixture ID:Description I Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. MED SUPPLY(Common Space Ign cStorage 41 so 111 Linear Fluorescent 1:AlA21F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 1 68 68 SOILED WK RM(Common Space TypesLaboratory For Medical/Industrial/Research 70 so ft.) Linear Fluorescent 2:Al:3-LAMP N FLUOR:48"T8 32W:Electronic: 3 1 100 100 NURSE/CHARTING(Common Space Types7Of6ce-Open Plan 154 sp ft1 Linear Fluorescent 1:MANI`:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 3 68 204 RECO/PREP/NURSE(Hospital*Recovery 383 so Linear Fluorescent 1:A/A2/F:2-LAMP 4'FLUOR:48"T8 32W:Electronic: 2 3 68 204 LED 1:DID-EM:LED DOWNLIGHT:Other: 1 6 18 108 MECHIELEC(Common Space Type I hi l/M hanical 375 sa,ft.) Linear Fluorescent 1:A/A2/F:2-1-AMP 4'FLUOR:48'T8 32W:Electronic: 2 7 68 476 Total Proposed Watts= 5236 Interlor Lighting PASSES Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting atteratlon project represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed Interior lighting systems have been designed to meet the 90.1 (2010)Standard requirements in COMcheck Version 4.0.4.1 and to comply with any applicable mandatory requirements listed In the Inspection Checklist, tTelvvey / ^not 'Prt�r��4 G� r/of Name-Title ' S1 ul Date OF NEW y �QS 4S'Y L M 0 �k �v 07312 �jORoeess�o Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4.16.cck Page 4 of 21 ni COMcheck Software Version 4.0.4.1 Exterior Lighting Compliance Certificate Project Information Energy Code: 2014 New York Energy Conser.Constr.Code(by application of 90.1 (2010)Standard) Project Title: Relocation of Glens Falls Clinic Project Type: Alteration Exterior Lighting Zone 2(Neighborhood business district) Construction Site: Owner/Agent: Designer/Contractor: 543 Bay Road Planned Parenthood Mohawk Friedman Fisher Associates Queensbury, NY 12804 Hudson 22 Aviation Rd 1040 State St Albany, NY 12205 Schenectady, NY 12304 5184587040 5183745353 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) ENTRY(Entry canopy) 500 ft2 0.25 Yes 125 SIGN LIGHT(Illuminated area of facade wall or surface) 300 ft2 0.1 No 30 PARKING LOT(Parking area) 11000 f:2 0.06 Yes 660 SIDEWALKS(Walkway<10 feet wide) 750 ft of 0.7 Yes 525 PERIMETER LIGHTS(Special feature area) 500 ft2 0.14 Yes 70 Total Tradable Watts(a)= 1380 Total Allowed Watts= 1410 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp I Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. ENTRY(Fnt W canopy 500 ft2),Tradable Wattage LED 1:D/D-EM:LED DOWNLIGHT:Other: 1 4 18 72 SIGN LIGHT(Ill min ted area of facade wall or surface 300 ft2);.Non-tradable Wattage LED 1:D/D-EM:LED DOWNLIGHT:Other: 1 3 18 54 PARKIN LOT(Parking area 11000 ft2),Tradable Wattage LED 4:L-1:POLE LIGHT:Other: 1 4 130 520 SIDEWALKS(Wal[May<10 feet wide 750 ft of walkway Ienath):Tradable Wattage LED 3:L-2:BLDG MTD:Other: 1 4 47 188 PERIMETER LIGHTS(Special feature area 500 ft2)*Tradable Wattage LED 3:L-2:BLDG MTD:Other: 1 3 47 141 Total Tradable Proposed Watts= 921 Project Title: Relocation of Glens Fails Clinic Report date: 08/04/16 Data filename: OAProjects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 5 of 21 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting alteration project represented In this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 90.1(2010)Standard requirements In COMcheck Version 4.0.4.1 and to comply with any applicable mandatory requirements listed in the In ection Checklist. ItOrer Aletnol"�PjnVl i4 S/91a-a/6 Name-Title Date �p4 NEW YO L tijgy�'7 r Cd n V �O 073ISO* A�Oj'ESSIONP~ Project Title: Relocation of Glens Fails Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Mise\ComCheck\GFPP Comcheck 8.4-16.cck Page 6 of 21 COMcheck Software Version 4.0.4.1 Mechanical Compliance Certificate Project Information Energy Code: 2014 New York Energy Conser.Constr.Code(by application of 90.1 (2010)Standard) Project Title: Relocation of Glens Falls Clinic Location: Warren County, New York Climate Zone: Be Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: 543 Bay Road Planned Parenthood Mohawk Friedman Fisher Associates Queensbury, NY 12804 Hudson 22 Aviation Rd 1040 State St Albany, NY 12205 Schenectady, NY 12304 5184587040 5183745353 Mechanical Systems List Quantity System Type&Description 1 AHU-1 VAV System Heating:7 each-Hydronic or Steam Coil,Hot Water,Capacity=118 kBtu/h No minimum efficiency requirement applies Cooling:1 each-Split System,Capacity=190 kBlu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.40 EER,Required Efficiency=10.80 EER Fan System: AHU-1 Supply and Exhaust Fans i Entire Building—Compliance(Motor nameplate HP method):Passes Fans: AHU1 Supply Supply,Multi-Zone VAV,4500 CFM,5.5 motor nameplate hp EF1 Relief,Mulli-Zone VAV,4000 CFM, 1.0 motor nameplate hp SYSTEM COMPLIANCE REQUIRED. 1 Bathroom Heating Heating:4 each-Unit Heater,Electric,Capacity=2 kBtu/h No minimum efficiency requirement applies Fan System: None SYSTEM COMPLIANCE REQUIRED. 1 Vestibule Heafing Heating:2 each-Unit Heater,Electric,Capacity=8 kBtu/h No minimum efficiency requirement applies Fan System: None SYSTEM COMPLIANCE REQUIRED. 1 Telecom Closet AC Cooling:1 each-Split System,Capacity=9 kBtu/h,Air-Cooled Condenser Proposed Efficiency=16.00 SEER,Required Efficiency=13.00 SEER Fan System: None SYSTEM COMPLIANCE REQUIRED, 2 Water Heater 1 Gas Instantaneous Water Heater,Capacity:3 gallons,Input Rating:155 Btu/h w/Circulation Pump Proposed Efficiency:0.95 EF,Required Efficiency:0.66 EF SWH COMPLIANCE REQUIRED. Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 7 of 21 Mechanical Compliance Statement Compliance Statement., The proposed mechanical alteration project represented in this document Is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 90.1(2010)Standard requirements in COMcheck Version 4.0.4.1 and to comply with any applicable manda/�t�onry requirements listed in the Inspection Checklist. Te Ave%Mahar- A-Yncryw/ Name-Title Date r t 0733�� 4 p�CFESSIC`t, I i I I I I Project Title: Relocation of Glens Falls Clinic Report date: 08104/16 Data filename: O:\Projects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 8 of 21 COMcheck Software Version 4.0.4.1 Inspection Checklist Energy Code: 90.1 (2010) Standard Requirements: 95.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Re JD 4.2.2,6.4. '.Plans,specifications, and/or :.❑Complies !Requirement will be met. 4.2.1,6.7. calculations provide all information ,❑Does Not 2 with which compliance can be []Not Observable'. [PR2]1 determined for the mechanical j❑Not Applicable systems and equipment and pp document where exceptions to the (standard are claimed.Load calculations per acceptable engineering standards and handbooks. 4.2.2,7.7. Plans,specifications,and/or OComplies Requirement will be met. 1,10.4.2 calculations provide all Information []Does Not [PR3]1 with which compliance can be '❑Not Observable' determined for the service water heating systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. 4.2.2,8.4. Plans,specifications,and/or ❑Complies :Requirement will be met. 1.1,8.4.1, calculations provide all information Does Not 2,83 with which compliance can be ❑Not Observable' [PR6]2 determined for the electrical systems ;❑Not Applicable and equipment and document where pP exceptions are claimed.Feeder connectors sized in accordance with " approved plans and branch circuits sized for maximum drop of 3%. 4.2.2,9.4. Plans,specifications,and/or ❑complies Requirement will be met. 4,9.7 calculations provide all Information ❑Does Not [PR4]1 with which compliance can be ❑Not Observable'. determined for the interior lighting ❑Not Applicable and electrical systems and equipment pP and document where exceptions to ,the standard are claimed. Information provided should include interior .lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. 9.7 Plans,specifications,and/or ❑Complies Requirement will be met. [PR8]1 calculations provide all information ❑Does Not with which compliance can be ;❑Not Observable: ;determined for the exterior lighting ❑Not Applicable and electrical systems and equipment pP and document where exceptions to the standard are claimed. Information provided should Include exterior lighting power calculations, wattage of! bulbs and ballasts,transformers and control devices. 111 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: OAProjects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 9 of 21 Section # Plan Review Complies? Comments/Assumptions & Re .ID 6.7.2.4 :Detailed instructions for HVAC :❑Complies Exception: Requirement does not apply. [PR51' !.systems commissioning included on ❑Does Not the plans or specifications for projects []Not Observable >=50,000 ft2. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 10 of 21 Section # Footing/Foundation Inspection Complies? Comments/Assumptions & Re .ID 6.4.3.8 Freeze protection and snow/ice ❑Complies Exception: Requirement does not apply. [F0913 melting system sensors for future []Does Not connection to controls. .❑Not Observable'. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 11 of 21 section ' # Plumbing Rough-In Inspection Complies? Comments/Assumptions 7.4.4.2 'Automatic time switches installed to ❑Complies Requirement will be met. (PL3]1 automatically switch off the []Does Not recirculating hot-water system or heat ❑Not Observable ,trace. j❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) ProjectTitle: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4.16.cck Page 12 of 21 Section Mechanical Rou h-In Plans Verified Field Verified # Inspectiong Value Value Compiles? Comments/Assumptions & Re .ID 6.4.1.4,6. HVAC equipment efficiency Efficiency:_ Efficiency:_ ❑Complies See the Mechanical Systems llst 4.1.5 'verified. Non-NAECA HVAC ❑Does Not for values. IME112 _equipment labeled as meeting []Not Observable '.90.1. —[]Not Applicable 6.4.3.4.1 Stair and elevator shaft vents ❑Complies Exception: Requirement [ME3]3 have motorized dampers that ❑Does Not 1 does not apply. ,automatically close. ❑Not Observable ❑Not Applicable 6.4.3.4.2, Outdoor air and exhaust systems ❑Complies Requirement will be met. 6.4.3.4.3 have motorized dampers that ❑Does Not [ME4]3 ;automatically shut when not in ❑Not Observable use and meet maximum leakage ❑Not Applicable rates.Check gravity dampers where allowed. 6.4.3.4.5 Enclosed parking garage ❑Complies Exception: Requirement [ME39]3 ventilation has automatic ❑Does Not ;does not apply. contaminant detection and ❑Not Observable capacity to stage or modulate ❑Not Applicable fans to 50%or less of design capacity. 6.4.3.4.4 '.ventilation fans>0.75 hp have ❑Complies Requirement will be met. [ME5)3 automatic controls to shut off fan ❑Does Not when not required. ❑Not Observable ❑Not Applicable 6.4.3.9 ;Demand control ventilation ❑Complies ;Exception:Systems with a [ME6]' provided for spaces>500 ft2 and ❑Does Not design outdoor airflow less >40 people/1000 ft2 occupant - than 1200 cfm. density and served by systems ❑Not Observable - with air side economizer,auto ❑Not Applicable modulating outside air damper control,or design airflow>3,000 cfm. 6.4.3.10 Single zone HVAC systems with ❑Complies Exception:Requirement [ME40]2 fan motors>=5 hp have variable ❑Does Not ;does not apply. airflow controls.Air conditioning ❑Not Observable See the Mechanical Systems list equipment with a cooling capacity>=110,000 Btu/h has ❑No[Applicable for values. variable airflow controls. 6.4.4.1.1 Insulation exposed to weather ❑Complies :Requirement will be met. [ME7]3j protected from damage. ❑Does Not ;Insulation outside of the ❑Not Observable ;conditioned space and associated ❑Not Applicable with cooling systems is vapor retardant. 6.4,4.1.2 HVAC ducts and plenums R- R-_ ❑Complies Requirement will be met. [ME8]2 insulated.Where ducts or []Does Not plenums are installed in or under []Not Observable a slab,verification may need to ❑Not Applicable occur during Foundation Inspection. 6.4.4.1.3 HVAC piping insulation thickness. _in. _in. ❑Complies ;Requirement will be met. [ME9]2 -Where piping Is Installed in or ❑Does Not under a slab,verification may -[]Not Observable need to occur during Foundation ❑Not Applicable Inspection. 6.4.4.1.4 ',Thermally ineffective panel " ' .;*•❑Complies Exception: Requirement [ME41]3 surfaces of sensible heating '❑Does Notdoes not apply. panels have insulation>= R-3.5. n �`011*ot Observable •I _?"[]Not Applicable 11 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 13 of 21 Section Mechanical Rough-in Plans Verified Field Verified # Inspection Value Value complies? Comments/Assumptions Re .ID 6.4.4.2.1 Ducts and plenums sealed based ❑Complies Requirement will be met. [ME10]2 on static pressure and location. ❑Does Not []Not Observable ❑Not Applicable 6.4.4.2.2 Ductwork operating>3 in.water ❑Complies Exception: Requirement [ME11]3 column requires air leakage ❑Goes Not does not apply. testing. []Not Observable ❑Not Applicable 6.4.4.2.2 Ductwork operating>3 in. water ❑Complies Exception: Requirement [ME11]3 column requires air leakage ❑Does Not does not apply. testing. ❑Not Observable ❑Not Applicable 6.4.4.2.2 Ductwork operating>3 in.water ❑Complies Exception: Requirement [ME11]3 column requires air leakage []Does Not does not apply. testing. []Not Observable ❑Not Applicable 6.5.1,6.5. Air economizers provided where ❑Complies 1.1,6.5.1. required, meet the requirements ❑Dogs Not 3 for design capacity,control ❑Not Observable [ME12]1 'signal,ventilation controls, high- ❑Not Applicable limit shut-off, integrated economizer control,and provide a means to relieve excess outside air during operation. 6,5.2.2.1 (Three-pipe hydronic systems ❑Complies (Requirement will be met. [ME50]2 using a common return for hot ❑Does Not and chilled water are not used. []Not Observable ❑Not Applicable 6.5.2.3 ',Dehumidificationcontrols ❑Complies [ME19]3 '.provided to prevent reheating, ❑Does Not recooling, mixing of hot and cold ❑Not Observable airstreams or concurrent heating . and cooling of the same ❑Not Applicable airstream. 6.5.3.1.1 HVAC fan systems at design ❑Complies Requirement will be met. [ME52]3 conditions do not exceed ❑Does Not allowable fan system motor ❑Not Observable nameplate hp or fan system bhp. ❑Not Applicable 6.5.3.2.2 VAV fans have static pressure ❑Complies Requirement will be met. IME2312 sensors positioned so setpoint []Does Not <=1/3 total design pressure. ❑Not Observable ❑Not Applicable 6.5.3.2.3 Reset static pressure setpoint for ❑Complies :Requirement will be met. [ME24]2 DDC controlled VAV boxes ❑Does Not reporting to central controller ❑Not Observable based on the zones requiring the - ❑Not Applicable most pressure. 6.5.3.3 Multiple zone VAV systems with ❑Complies :Exception: Requirement [ME4213 DDC of individual zone boxes ❑Does Not does not apply. have static pressure setpoint []Not Observable reset controls. See the Mechanical Systems list ❑Not Applicable for values. 6.5.3.3 Multiple zone VAV systems with ❑Complies Exception: Requirement [ME42]3 DDC of individual zone boxes ❑Does Not does not apply. have static pressure setpoint ❑Not Observable ;reset controls. See the Mechanical Systems list ❑Not Applicable ;for values. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: OAProjects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 14 of 21 Section Mechanical Rough-In Plans Verified Field Verified # Inspection Value Value complies? Comments/Assumptions & Re .ID 6.5.3.3 '..Multiple zone VAV systems with ❑Complies !Exception: Requirement [ME42]3 DDC of individual zone boxes ❑Does Not does not apply. have static pressure setpoint []Not Observable reset controls. See the Mechanical Systems list ❑Not Applicable ;for values. 6.5.3.3 Multiple zone VAV systems with 1' ❑Complies Exception: Requirement [ME42]3 DDC of individual zone boxes ❑Does Not does not apply. have static pressure setpoint []Not Observable reset controls. See Me Mechanical Systems list ❑Not Applicable for values. 6.5.3.4 Multiple zone HVAC systems ❑Complies Requirement will be met. [ME43]3 have supply air temperature ❑Does Not reset controls. See the Mechanical Systems list ❑Not Observable for values. ❑Not Applicable 6.5.4.1 HVAC pumping systems>10 hp ❑Complies Requirement will be met. [ME25]3 designed for variable fluid flow. ❑Does Not ❑Not Observable []Not Applicable 6.5.4.2 Reduce flow in pumping systems : ❑Complies Requirement will be met. IME2613 >10 hp.to multiple chillers or ❑Does Not boilers when others are shut []Not Observable down. ❑Not Applicable 6.5.4.4.2 Hydronic heat pumps and water- ❑Complies Exception: Requirement [ME44]3 cooled unitary air conditioners - ❑Does Not does not apply. with pump systems>5 hp have ❑Not Observable ;controls or devices to reduce ❑Not Applicable pump motor demand. - 6.5.6.1 Exhaust air energy recovery on ❑Complies ;Exception: Requirement [ME56]1 'systems meeting Table 6.5.6.1. ❑Does Not ;does not apply. []Not Observable ❑Not Applicable 6.5.7.1.1 Kitchen hoods>5,000 cfm have ❑Complies Exception: Requirement [ME32]2 make up air>=50%of exhaust ❑Does Not does not apply. air volume. ❑Not Observable ❑Not Applicable 6.5.7.1.2 Conditioned supply air to space ❑Complies Exception: Requirement [ME46]3 with a kitchen hood shall not ❑Does Not does not apply. exceed the greater of a) supply []Not Observable flow required to meet space []Not Applicable heating or cooling,or b)hood exhaust flow minus the available air transfer from available spaces. 6.5.7.1.5 ;Approved field test used to ❑Complies Exception: Requirement IME4913 'evaluate design airflow rates ❑Does Not does not apply. and demonstrate proper capture ❑Not Observable and containment of kitchen ❑Not Applicable exhaust systems. 6.5.7.2 Fume hoods exhaust systems ❑Complies Exception: Requirement [ME33]1 >=15,000 cfm have VAV hood ❑Does Not does not apply. exhaust and supply systems, []Not Observable direct make-up air or heat ❑Not Applicable recovery. 6.5.8.1 Unenclosed spaces that are ❑Complies Exception: Requirement [ME34]7 heated use only radiant heat. ❑Does Not does not apply. []Not Observable []Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 15 of 21 Section Mechanical Rough-In Plans Verified Field Verified # Inspection Value Value Complies? Comments/Assumptions & Re .ID 6.5.9 Hot gas bypass limited to: <=240 ❑Complies Requirement will be met. (ME3511 kBtu/h-50%>240 kBtu/h-25% ! ❑Does Not ❑Not Observable ❑Not Applicable 6.5.9 ;Hot gas bypass limited to: <=240I' ❑Complies Requirement will be met. IME3511 kBtu/h-50%>240 kBtu/h-25% ❑Does Not ❑Not Observable ❑Not Applicable 7.4.2 Service water heating equipment ❑Complies (ME36]2 meets efficiency requirements. []Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Mist\ComCheck\GFPP Comcheck 8-4-16.cck Page 16 of 21 Section # Rough-In Electrical inspection Compiles? Comments/Assumptions 8.4.2 At least 50%of all 125 volt 15-and ❑Complies Exception: Spaces where safety or security concerns prohibit [EL10]2 20-Amp receptacles are controlled by []Does Not automatic shutoff. an automatic control device. :[]Not Observable ❑Not Applicable 9.4.1.1 :Automatic controls to shut off all ❑Complies !Exception: patient care areas. [EL112 building lighting. ❑Does Not ❑Not Observable'. ❑Not Applicable 9.4.1.2 Independent lighting controls Installed []Complies Requirement will be met. [EL2]' per approved lighting plans and all ❑Does Not manual controls readily accessible and.❑Not Observable I visible to occupants. ❑Not Applicable ! 9.4.1.3 Parking garage lighting is equipped ❑Complies Exception: Requirement does not apply. [EI-1112 with required lighting controls and ❑Does Not daylight transition zone lighting. :❑Not Observable' ❑Not Applicable 9.4.1.4 Primary sidelighted areas>=250 ft2 ❑Complies Exception: Requirement does not apply. [EL12]1 are equipped with required lighting ❑Does Not controls. []Not Observable', ❑Not Applicable 9.4.1.5 Enclosed spaces with daylight area ❑Complies :Exception: Requirement does not apply. [EL13]1 under skylights and rooftop monitors ❑Does Not >900 ft2 are equipped with required ![]Not Observable fighting controls. []Not Applicable 9.4.1.7 Automatic lighting controls for exterior ❑Complies 'Requirement will be met. [EL311 lighting installed. :❑Does Not ❑Not Observable !❑Not Applicable 9.4.1.6 -:Separate lighting control devices for ❑Complies (Requirement will be met. [EI-411 ,specific uses installed per approved :❑Does Not lighting plans. ❑Not Observable ❑Not Applicable 9.4.2 Exit signs do not exceed 5 watts per ❑Complies Requirement will be met. [EL611 face. i❑Does Not ❑Not Observable ❑Not Applicable 9.4.3 Exterior grounds lighting over 100 W ❑Complies Requirement will be met. (EI-711 ;provides>60 Im/W unless on motion j[]Does Not ;sensor or fixture is exempt from scope, ,❑Not Observable' Iof code or from external LPD. ❑Not Applicable 9.6.2 ;Additional Interior lighting power ❑Complies Requirement will be met. [EL811 allowed for special functions per the ❑Does Not approved lighting plans and is !❑Not Observable automatically controlled and (,❑Not Applicable separated from general lighting. pP 10.4.1 !Electric motors meet requirements I❑Complies Requirement will be met. [EL912 -where applicable. ❑Does Not ❑Not Observable j❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) `2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 17 of 21 r I I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 18 of 21 Section # Final Inspection Complies? Comments/Assumptions & Re .ID 6.4.3.1.1 !Heating and cooling to each zone is :❑Complies Requirement will be met. [FI211 j controlled by a thermostat control. ❑Does Not []Not Observable' ❑Not Applicable 6.4.3.1.2 (Thermostatic controls have a 5 °F ❑Complies Requirement will be met. [F1313 �deadband. -❑Does Not ❑Not Observable ❑Not Applicable 6.4.3.2 (Temperature controls have setpoint [ Complies .Requirement will be met. [F120]3 i overlap restrictions. ❑Does Not ❑Not Observable ❑Not Applicable 6.4.3.3.1 HVAC systems equipped with at least [ Complies Requirement will be met. [F12113 one automatic shutdown control. !❑Does Not I❑Not Observable j❑Not Applicable 6.4.3.3.2 'Setback controls allow automatic ❑Complies (Requirement will be met. [F12213 restart and temporary operation as ❑Does Not required for maintenance. j❑Not Observable ❑Not Applicable 6.4.3.3.4 ;Zone Isolation devices and controls. ;❑Complies Exception: Zones and systems intended to operate [F12313 ❑Does Not continuously or are inoperative when all other zones are []Not Observable inoperative. ❑Not Applicable 6.4.3.7 !When humidification and I❑Complies Requirement will be met. [FI6]3 dehumidification are provided to a ❑Does Not '.zone, simultaneous operation is j❑Not Observable prohibited. ❑Not Applicable 6.7.2.1 'Furnished HVAC as-built drawings ❑complies Requirement will be met. [F1711 submitted within 90 days of system !❑Does Not acceptance. ❑Not Observable ❑Not Applicable 6.7.2.2 Furnished O&M manuals for HVAC ❑Complies !Requirement will be met. [FI813 'systems within 90 days of system ❑Does Not acceptance. []Not Observable ❑Not Applicable 6.7.2.3 An air and/or hydronic system ❑Complies (Exception: Requirement does not apply. [F1911 'balancing report Is provided for HVAC ❑Does Not j systems serving zones>5,000 ft2 of []Not Observable conditioned area. []Not Applicable 6.7.2.4 HVAC control systems have been [ Complies Requirement will be met. [FI1011 tested to ensure proper operation, ❑Does Not calibration and adjustment of controls. []Not Observable ❑Not Applicable 7.4.4.3 --.Public lavatory faucet water ❑Complies Requirement will be met. [Flll]3 temperature<=110°F. j❑Does Not ❑Not Observable !❑Not Applicable 7.4.4.4 Controls are installed that limit the :❑Complies Requirement will be met. [FI1213 operation of a recirculation pump ❑Does Not installed to maintain temperature of a I❑Not Observable ;storage tank. ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: O:\Projects\7737 Glens Falls Planned Parenthood\Mist\ComCheck\GFPP Comcheck 8-4-16.cck Page 19 of 21 Section # Final Inspection Complies? Comments/Assumptions & Re .ID 8.7.1 Furnished as-built drawings for ❑Complies [FI16]3 electric power systems within 30 days []Does Not of system acceptance. j❑Not Observable ❑Not Applicable 8.7.2 Furnished O&M instructions for ❑Complies [F117]3 systems and equipment to the []Does Not building owner or designated ❑Not Observable representative. ❑Not Applicable 9.2.2.3 .Interior installed lamp and fixture ❑Complies :See the Interior Lighting fixture schedule for values. [FI18]1 ;lighting power is consistent with what []Does Not is shown on the approved lighting ❑Not Observable'. plans, demonstrating proposed watts ❑Not Applicable ;are less than or equal to allowed pp watts. 9.4.3 Exterior lighting power is consistent ❑Complies j See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved ❑Does Not ;lighting plans,demonstrating proposed watts are less than or equal []Not Observable' to allowed watts. ❑Not Applicable 10.4.3 Elevators are designed with the ❑Complies :Exception: Requirement does not apply. [FI24]2 proper lighting,ventilation power, and ;❑Does Not standby mode. !❑Not Observable i❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 20 of 21 Project Title: Relocation of Glens Falls Clinic Report date: 08/04/16 Data filename: 0:\Projects\7737 Glens Falls Planned Parenthood\Misc\ComCheck\GFPP Comcheck 8-4-16.cck Page 21 of 21 !7 RE 142'-d' 9' d' GL6. HEI&HT ,- 6-a' GLCv. HEI(5HT 1211 '-d' Ir — — — — — — — — — — — — — — — — — — — — —7 I I 7 Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering, LLC CIVIL • STRUCTURAL • MUNICIPAL 206 GLEN STREET, SUITE 56 GLENS FALLS, NV 12801 P: 792.9264 F: 792-9282 —iel—ginwarkg1c.mm q7? Quality Service Since 1944 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGINEERS 22 Aviation Road, Albany, New York 12206 TEL (618) 468-7040 FAX (618) 468-7049 mailOfriedmanfieher.com U_ 1- C: O rz .. REffLE sCALE : I/*$ = 1'-d' 2sF a*' H� DIFFUSER SEE HVAC PWC -6 x (LOCK As REC P ATTACH 1 TRUSSES (2) SIDES TED 6EILINO PLAN I L5 3 DIFRIR DEi� `� A6OU6T 16 6EILIN0 DETAILS In11 a ! —t FLUORESCENT LIGHT Id OR 15' f SEE ELEC. PWC -6 AGK TYP 6YMI�)OL6 LEOENP O ACOInTICAL CEILING LIGHT CEILING TILE SURFACE MOUNTED CEILING LIGHT - 10 / 2X4 FLUORESCENT PAINTED GW15. WALL MOUNTED CEILING FLUORESCENT LIGHT CEILING MOUNTED MEDICAL LIGHT PAINTED GROOVED PLYWOOD CEILING SUPPLY AIR GRILL - SEE MECH. DWGS 1 PRIVACY C-URTAIN TRACKS — — —RETWN SUE AIR IH MELti.DWGS ® UNIT HEATER - SEE MECH. DWGS m E E PAM 7/I/W arzr-1 D pY PRO.EGT N0. 1512 REfLf-6TM 6EILIN Ev PLAN A- 5T ATARoot 2 A6 I 27 4 Q 57 O ® O c� O :. LL ( U � V\11 C/)O ® ® ® -PAT-1 ;. To ® O ® C9 CU Z Q ® Q C:.:.� O IQI p O LO -0 Z 0 EE] BE 0 OWNER SUPPLIED LIGHT 501 • O PROVIDE 15WCKIIJGNIN AS REQJIREP : z . • : ' : � � NAFD 1A//Ai1Fia� L.1_ rz .. REffLE sCALE : I/*$ = 1'-d' 2sF a*' H� DIFFUSER SEE HVAC PWC -6 x (LOCK As REC P ATTACH 1 TRUSSES (2) SIDES TED 6EILINO PLAN I L5 3 DIFRIR DEi� `� A6OU6T 16 6EILIN0 DETAILS In11 a ! —t FLUORESCENT LIGHT Id OR 15' f SEE ELEC. PWC -6 AGK TYP 6YMI�)OL6 LEOENP O ACOInTICAL CEILING LIGHT CEILING TILE SURFACE MOUNTED CEILING LIGHT - 10 / 2X4 FLUORESCENT PAINTED GW15. WALL MOUNTED CEILING FLUORESCENT LIGHT CEILING MOUNTED MEDICAL LIGHT PAINTED GROOVED PLYWOOD CEILING SUPPLY AIR GRILL - SEE MECH. DWGS 1 PRIVACY C-URTAIN TRACKS — — —RETWN SUE AIR IH MELti.DWGS ® UNIT HEATER - SEE MECH. DWGS m E E PAM 7/I/W arzr-1 D pY PRO.EGT N0. 1512 REfLf-6TM 6EILIN Ev PLAN A- FLOORING TYPES: CARPET TILE - LVT TYPE IA - LVT TYPE 115 - LVT TYPE Z - SHEET VINYL - zmm I, FURNITURE & EQUIPMENT PLAN SCALE : I/S" = I' -d' I F J F=LOORINO LAYOUT PLAN ATT16 WALKWAY PLAN, SCALE : I/S" = 1'-d, rFew NP� om .5 Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering, LLC CIVIL • STRUCTURAL • MUNICIPAL 206 GLEN STREET, SURE 56 GLENS FALLS. NY 12801 P: 792-9264 F: 792-9282 www.vrsione,gineerirglacom A7 q Quality Service Since 1944 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGINEERS 22 Aviation Road, Albany, New York 12205 TEL (518) 458-7040 FAX (518) 458-7049 mefl*frledmanflaher.com U -E ,1- 5, O ' 00 U N U Co LL -0 m O O r U) C: O (1) > (Dmz m 4- O M L- 0LOC: O -0 m U) O _O NN� � L.I. DATE: 7/I/16 G wxa? 95Y FROLcr W. 15[z FURNITURE & fLOORIN6 ATTIG PLAN6 A-3 5, ' DATE: 7/I/16 G wxa? 95Y FROLcr W. 15[z FURNITURE & fLOORIN6 ATTIG PLAN6 A-3 Lqw PROVIDE SMOOT SURFACE FOR TRUSS ID SIGN l �l sT ISCALE • 177 1'-d' MILDINe wi olM�w ------------ GONG RAMP WITH METAL PIPE GUARDRAIL EXISTING LOUVER TI -II PANELS EXIT POP6H WITH ROOF METAL FLASt11NG EXISTING LOUVER TI -II PANELS METAL FLASHING LIGATING - SEE ELE6. DWGS / 1♦/' w!jk 15ASEMENT AGGESS 15UILPING SIGN 2 - V x36„ G Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering, LLC CIVIL • STRUCTURAL • MUNICIPAL 206 GLEN STREET, SUITE 56 GLENS FALLS, NV 12801 P. 792-9264 F: 792-9282 e v—nengineenngllc wm q7 Quality Service Since 1944 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGIIQEERS 22 Aviation Road, Albany, Naw York 12205 TEL (518) 458-7040 FAX (518) 458-7043 maii0triedmanfieher.com U_ 1- C: O 00 PAINTED I x4 U N TRIM - TYP tanned M -0 L— Care. No mp er wh:MA p a-ApwARD O i' SIDING - (n LL O/ TYPICAL ( z w O cy) ADDITION I I I I p S CU N ICN I - 36" H x SAF" W EXISTINe GAS METER O ('q`�TH O 10 s T��VA�T�C A/PTIAl T /"111/1 G MID ELEVATION porw sov„> SCALE : 1/6' = 1'-d' MID ELEVATION poriNe Nazm> 61 -FE 61 ON SCALE : I/2" = 1'-d' 1 'V' i LTJ 3X3 STL TLM POST SET IN GONGRETE — LTJ LED LIGHT 15OX -----------------� ".`"---- 0 PlannedGROSS MOUNTFP TO BAR II I I GENERAL NOTES: �a I it Parenthood" I SIeN BOARD II �R TRUSS ID SIGN: 1 I`°iiier %&w. I I II I PROVIDE ONE TRUSS ID millions SIGN AT EA611 EXTERIOR - PI Planned- qtr nhoax MOUNTING 11 (4) TOTAL. SIeN TO M 6" Mcft'awk Hudgark ANGLE DIA. WITH „V„ AND „R„ ,�- FRAME II DESIGNATIONS - L — — — — — — — — — — — — — — — — — J IL 61 -FE 61 ON SCALE : I/2" = 1'-d' 1 'V' i LTJ 3X3 STL TLM POST SET IN GONGRETE — LTJ DATE: 7/1/16 Gt eclw 15Y PRO"T W. 1512 ELfVATIONS i =)I ".`"---- 0 Qj Sj k �a DATE: 7/1/16 Gt eclw 15Y PRO"T W. 1512 ELfVATIONS i =)I millions DATE: 7/1/16 Gt eclw 15Y PRO"T W. 1512 ELfVATIONS i =)I RAFTER OR T 4)55 - ROOF SHEATHING -� ASPHALT S111NCALES -"" UNDERLAYMENT (3) 2xAKI 12 SOFFIT DONT- 2X6 IX3 TRIM IX6 TRIM TYPICAL 1f)EAM TRIM EXISTING TRUSSES - SPRAY FOAM INSU.ATION CEILING -Ix TRIM 2-ox6" BLOCKING @3'd'f OL. I I A5 GONG WALKWAY RAMP RAILINe - SEE PTL -, PWG — ��— —L1_------ .... 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GIRDER END C: 1= -_ 1 TRUSS 2X6 RAFTERS FOAM (Dmz 2 x RAKE LADDER' @ 16" O.C. INSULATION x TRIM & SOFFIT / � >g% A” GONG SLAB S COMPACTED SUb--15ASE & VAPOR BARRIER _TYP A SOLID CMU w/ JOINT REINF - TYP EXIST. FOOTING ASPHALT SHINGLES - TYP. UNDERLAYMENT _ TYP. ROOFSHEATHING - TYP. EXISTING SIDING _ TYP EXISTING ROOFING & FASCIA - TYP INFILL EXISTING FOUNDATION IIII � EXISTINe FLOOR #400' Le. DOWELS AT FOUNDATION IIII INFILL EXISTING FOUNDATION LOUVER OPENING WITH CMU BEAM & Ca-umNS & 16" OL. VERT_ SPADING IN LOUVER OPENING WITH CMU TO MATCH EXISTINe - TYP IIII - rn'NPA&IH ANP EPO"I) I) TO MATOWISTINe - TYP N TING WALL EXISTING GONG. z' MIN. �" EMBEDMENT =TYP FOOTING- TYP. 1,7 . —I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTIN& 2" INSLIATION _ x3d' G. D 5 AT F AT & " - TYP I SPADE O . VERT. SPACINe IN FOUNDATION WALL. EXISTINe CMU SLAB S" FNP- WALLS w/ #4 VERT PRILL AND EPDXY IN EXISTING WALL & WALL - TYP - - @ 24" O.G. - TYP. UNO FOOTING w/ MIN. A° EMBEDMENT L _ -1 ' a 7. T/ WALL ' j2F I2" FOUND. WALL ;> • SOC(HIGH) SOLID A" CMU ON CRAWL SPACE SLAB 50e (LOW) SOC(11IGf t) , EXIST FOOTING SLOPED FOUND. WALL r/ WALL = -S T/ WALL = -A!' � -VI ` . Id 2"" p (5) TREAP STAIRS 7, "a �[• .1 may. � k.r• ..r •..• ' , V' . •.s.; t ; : Id'XIS" FOOTING (3) SIPES w/ (2) #A' CONT. POST -y� III FOOTING (3) T/ WALL = -4F" REINF_ - TYP UNQ , _ , _ C ANC1101 SIDES w/ (2) #4 CONT. C - T- . - ►R/rPED FROST REINF. - TYP UNO LOWERED FR05T DIMS. BASED ON "BINGO TYPE - WALL T/WALL S FNP. WALLS w/ #4 VERT WALL FOR PRECAST B CLASI DOOR VERIFY T/ WALL - -Id P± 2 I/A• STAIR - TYP WITH AREAWAY DOOR 2'-6" SQ. —N ffOUNPATION PLAN � 2s} OL. - TYP. UNO 5'-d' T/ WALL PROVIDED 12„ Sq. PIER w/ FTG- w/ 2 SCALE : IlAg' = I' -d' 2-6 P-) #4 VERT. - -- (3) #A E.W. HAUNCH SLAB NO OVERHANG PROVIDE 'V' JOINT DRIP EDGE @ SIPES 11/4” GA -V. PIPE HANDRAIL MOUNTED TO FNP- WALL PARTIA 3 SCALE : IIA!' _ -d' EXISTING OR NEW "TI -11" SIDING FLASHINe w / II TYP. 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FOOTING S" COMPACTED SLS --BASE & VAPORBARRIER _--y _ EXIST_ ROOF EXIST. 2x6 WALL SIDING & AIR BARRIER OVER EXIST SHEATHINe AREAWAY DOOR �P.T. 2x SILL SHING TYP. FROST WALL & FOOTINe EXISTING TRUSSES SPRAY FOAM INSULATION GWB EXIST. 24 WALL NEW OR EXIST. R-19 BATT INSUL. - EXIST & NEW SUB -FLOOR EXIST. Til FLOOR —� ACCESS FROM EXISTING vvL SP GRA AGE EXIST. GMU FOUND. WALL - EXIST. GONG. SLAB EXIST. FOOTINe COMPACTED SUB -BASE & VAPOR BARRIER _TYP RAWL6PA6E 6OLUMN TYP. ffRO6T 'TI -II" SIDING FLASHINe CONNECT FIRST TRl1S5 B/ CORD ROOF511EA1111NG 2X8 LEDeER U TO EXISTING & SHINelFS ROOF SHEATHING EXISTING ROOF TRUSS w/ SIMPSON SPS ROOF TRUSS @ 2A" OL _TYP TRUSSES I/161 o SCREWS I ISI II &��5 �lollll @ 2A OL. GIRDER END C: SPRAY 1 TRUSS 2X6 RAFTERS FOAM (Dmz 2 x RAKE LADDER' @ 16" O.C. 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FOOTINe COMPACTED SUB -BASE & VAPOR BARRIER _TYP RAWL6PA6E 6OLUMN TYP. ffRO6T 'TI -II" SIDING FLASHINe CONNECT FIRST TRl1S5 B/ CORD ROOF511EA1111NG 2X8 LEDeER U TO EXISTING & SHINelFS ROOF SHEATHING EXISTING ROOF TRUSS w/ SIMPSON SPS ROOF TRUSS @ 2A" OL _TYP TRUSSES I/161 o SCREWS I ISI II &��5 �lollll @ 2A OL. GIRDER END C: SPRAY 1 TRUSS 2X6 RAFTERS FOAM (Dmz 2 x RAKE LADDER' @ 16" O.C. INSULATION x TRIM & SOFFIT O � >g% TO MATCH EXISTINe O Ln BLOCKING & I x TRIM 2' #4 BENT @ F W, OL. @ S 2' PERIMETER EDGES d I ver n'Iv 7 4!' GONG. SLAB J - TYP T/ NEW SUB - A66E66 SCALE : I/A!" = I' -d' T01 RM SGT. S ENTRY PORGt1 SGT. 9 SECTION �o WALL & Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering, LLC CIVIL • STRUCTURAL • MUNICIPAL 276 GLEN STREET, SUITE 56 GLENS FALLS, NV 12801 P: 792-9264 F: 792-9282 —visionengineei ingllc.com Quality Service Sirwe 1944 FRIEDMAN FISHER ASSOCIATES, P.C. 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S ENTRY PORGt1 SGT. 9 SECTION �o WALL & Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering, LLC CIVIL • STRUCTURAL • MUNICIPAL 276 GLEN STREET, SUITE 56 GLENS FALLS, NV 12801 P: 792-9264 F: 792-9282 —visionengineei ingllc.com Quality Service Sirwe 1944 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGINEERS 22 Aviation Road, Albany, New York 12205 TEL (518) 458-7040 FAX (518) 458-7049 mailOfriedmanfiaher. c om U d' U N U O C: (Dmz O � >g% 0 O Ln -0 U) U O O O N 0 PAM - 7 /I/I6 ctecKw f5Y HWEGT N0. 1512 ENTRY IT �6 ariaNs A-5 d�. ro PAM - 7 /I/I6 ctecKw f5Y HWEGT N0. 1512 ENTRY IT �6 ariaNs A-5 !7 c; a s L L c C C Q C L C s c 4_ S L > HIP JACK EA. END JACK TRU' @ 24" OL IN. 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OVER FRAMING EXISTING TRUSS Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering, LLC CIVIL • STRUCTURAL • MUNICIPAL 206 GLEN STREET, SUITE 56 GLENS FALLS, NV 12801 P: 792-9264 F: 792-9282 www....... g—eri,gllc.wm A7 Quality Service Since 1944 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGINEERS 22 Aviation Road. Albany, New York 12206 TEL (618) 458-7040 FAX (618) 468-7048 mail6friedmanfisher.com _0 'q_ C: O I SCALE00 ILor „' �� Y v k - v iSE7 -H HORIWLJVIvr`rv` i i i ND • — GONTR� pR I IN WALL BEYO1 N AS REV = � _ ! _-_ _ � I I �J TEMPORARY L i- i i i i I I Ir SttORING 15Y _0 A-6 II CONTRACTOR Ca 0 16'-d' AS Grp LL CCS �- ---- -- ---- I I 0 OC:2x8 OVER FRAMING EXISTING TRUSS, 2x8 JOIST EA. TRU56 @ GIRDER b — — — — — — STAFF SHEATHINe & ROOFING SIDE OF TRUSS 2'-d' OL. 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SIDE 5 - 5 1/2" WOOD STUDS, SOUND BATT INSULATION & 1/2' RESILIENT CHANNEL (TAG SIDE) w/ 5/8" eWB EA. SIDE 6 - EXISTING 5 1/2' WOOD STUDS & SOUND BATT INSULATION w/ 5/8" SOUND DEADENINe GWP (TAG SIDE) & 5/8" 6" OPP. 7 - EXISTINe 5 1/2" WOOD STUDS & 9-19 BATT INSULATION w/ 5/6" GWB (TAG SIDE) & EXISTINO EXTERIOR SHEATHW 8 - 5 1/2' WOOD STU?S & R-19 BATT INSULATION w/ 5/8" GWB (TAG SIDE) & EXTERIOR SHEATHING 9 - 3 1/2!' WOOD STUDS w/ 5/8" 0" EA SIDE 10 - EXISTIN& 3 1/2' WOOD STLAS, SOUND BATT INSULATION & EXISTING GWB w/ 5/8" GWB (TAG SIDE) EXIST. "ON". SLAB EXIST. FW. WALL - EXIST. FOOTINe ALINE NEW SuB-rwoR W/ EXISTING EXIST. RIM JOIST EXIST. Til FLOOR GENERAL NOTES_ I. PROVIDE SAVE PROTECTION MEMBRANE AT ALL NEW ROOF AREAS. e DATE: 7/1/16 6tr4Kw by Ptzoecr No 1512 mEGti. RM PLANS & sECrioNs A-� 11111111 1,i,..., e DATE: 7/1/16 6tr4Kw by Ptzoecr No 1512 mEGti. RM PLANS & sECrioNs A-� REMOVE LATCH - WALL MOUNTED LIGHTING 2 IN TME WINDOW ENTRY DOOR CONNECT SASHES TV 15Y OWNER WALL MOUNTED LIGHTING - SEE ELEG PWC -76. - SEF ELEC PWC -6. Gary MCCOOIa, 3„ a w/ FLAT TO MATCH Architect, PLLC IIII IIII I `\ ,' IIII IIII I ,' 3 Broad Street - 3rd Floor d d' IIII IIII Glens Falls, NY 12801 V41 ,�Po OIDRINSG , tel. 518-792-0050 D IIII, IIII II , N TYP �` IIII IIII \ ` \ ` \ ` \ VISION Engineering, LLC dl n CIVIL • STRUCTURAL • MUNICIPAL 206 GLEN STREET, SUITE 56 PAS—TT YI�1l�YLl� T'1 SPACES 5'—d' P: 79259264E FN79282 www.viwonengineenrglc.com NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST WAITINe ROOM ENTRY/RE6EPTION ISCALE :I/ 4" _ d' I I/ I UPPER LOCKING EXISTING WINDOW PAPER TOWEL /0 3 GAPINET 6AI5INET DISPENSER ROBE HOOK A9 WD TRIM AJ SE/,E DETAIL 14, DWG A7 24X24" - TYP IN ,ASS GLA55 PANEL MIRROR ALL TOILET PANEL ROOMS Iq7? IN TAKE Quality Serutice Sime 1994 wlNDow _ _ _ _ _ _ — — IPL -71 w NPOW ICOOUNTER , I I FRIEDMAN FISHER N ii II III I I SUPPORTS & — TOP �S ASSOCIATES, P.C. PA �r-T11RU / 5„ 3'—d' _ IN TAKE coxzs AoExc�n�Exs MAX. II IIII IIII I -meg COUNTER `�;� ' �a 458-71040 I _ DRAWER I IIII III b v \ I I — — — IZ" PEEP mallOtrle edmantisher com u\ �AbYLIL - -- "1 I —J b KS SHELF TYP I GI-tANGING _ N STATION in N I TYP � I - UNIT %"-�"' PASS-TrtRU PASS-THRU I-�HEATER TILE _ ♦ GASH DRAWER (3) 15ASE DRAWER DRAWER TP DISPENSER LOCKING SASE PENCIL DRAWER (3) PAi31NET w/ FILE BASE PA66-THRU NORTH EAST SOUTH WEST STH EAST COUNTER SOUTH PASS-THRU WEST DRAWER EAST SOUTH TOP & DRAWER SUPPORT SUPPORT MEN'6 TROOM WOMAN'STOILET IN TAKE 13ACKSPLASH 6TORACLE RM ROOM _ OPP. HAND 3 SCALE: 1/*, = d' 4 SCALE : 1/4" _ -d' � SCALE : 114!' 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I/�" - I' -d' SCALE : I/4" IXS MAPLE NURSES STATION - NUZSES STATION - U4 CURTAIN IXS MAPLE CURTAIN CHAIR RAIL - EXISTING WINDOW CHAIR CURTAIN ALL NUZSE'S STATION - U4 3/4}' PLY WD. FRONT CHAIR STUD WALL w/ WD. CAP TRACK CHAIR RAIL TRACK SFE PTL 15, W/ "LOCKING" BLOCKS - RAIL TRACK LOCKING STUD WALL w/ WD. CAP w/ WD. CAP RAIL DWG AS SEE PTL 14, DWG A-7 GANNETS Quality Service Since 1944 I j I I FRIEDMAN FISHER I I II I Idl III i I° °I I° °I k==i \♦ \ I \ i i ASSOCIATES, P.C. I I I II I I III I III _ I I— I coxMS z22 AvianNG tion d. I III I I Albany, New York 12205 TEL (518) 458-7040 , I I I ♦/ FAX (518) 458-7049 mailOfrtedmanfieher.com ILL — J — — i NORTH EAST SOUTH VINYL 15ASE WEST PREP/RE60VERY '�I SCAM : I/�F" = I'—d' 7 01 3'-d' ORA15 PARS - Zq'x3/v", PROV IDE (LOCKING MED. 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WD HM - S - 27 27 EXAM CORRIDOR - EXTERIOR F15e FPe A9 -4A - 3 FIBERGLASS DOOR & FRAME p 28 28 EXAM RM 5 27 EXAM CORR. WD HM A9-46, - S - 0 1> 29 29 EXAM RM 4 27 EXAM CORK. A9-46 — S — 2„ 30 30 RECOVERY CORRIDOR IS CLINIC CORRIDOR A9 -4A - 6 ELECTRONIC AGCE55 u� T(P. S" GMU 32 32 GLEAN STORAGE 31 EXIT CORRIDOR - 9 - 2x8 WD f OCKING/ J HEAD & 1 x TRIM CASING 5 S" eh(� 33 33 MED. WASTE 31 EXIT CORRIDOR 3' X 6'-S" - 9 - MOUNTED TO CW (W1051/10 1310 - TYP SSEALANT HEAP HEAP >, r OR EQUAL) /S ;WI5 J 15EAD & 34 34 EXIT VESTIME 31 EXIT CORRIDOR 4' X 6'-S" F WD FIM A9 -4A - 6 ELECTRONIC ACCESS OR - TYP SEALANT 34A 34 EXIT VE5TI�E - E07ERIOR 4! X ,-r „ Fe ALlN AL -2- A9 -4D - 2 ELECTRONIC ACCESS W PA55 -TttRU PA55-TYtRU EgSTINe 35 35 SOILED LINEN 31 EXIT CORRIDOR 3 X 6-S F WD FIM A9 -4A - 9 - 3/4 WINDOW SHIM WINDOW Ix3 TRIM J 15W & 5/S" eW13 - TYP FRAME & FRAME RECEIVER 36 36 GENERAL STORAGE 31 EXIT CORRIDOR F A9 -4A - 9 - SEALANTRETURN GILL CHANNEL - 37 37 PATIENT CHC/ T. 31 EXIT CORRIDOR F A9-415 - II PaPLE ACTING DOOR, NON-RAPPETTED FRAME TO FRAME SEALANT 2x(v WD STIRS 3 5/S"I IT/)f CSI-AZING 38 38 MED. SUPPLY 39 TREATM%r CORRIDOR Ve A9 -4A - 6 ELECTRONIC, ACCESS 240 WD METAL LPS_ G�TRIM V d- 39 39 TREATMENT CORRIDOR 30 RECOVERY CORRIDOR F - 12 POWER OPERATED �p ST1AS TTP GILL J HEAD & . E 0 [44 40 SOILED WORK RM 39 TREATMENT" CORRIDOR - 9 - SI� SEALANT — OO 41 GLEAN WORK RM 39 TREATMENT CORRIDOR 3' X 6'-S" - 9 - EXTERIOR NEW IN E(ISTINe 2x4 h/D N 42 STAFF TOILET 39 TREf1TMENT CORRIDOR 3' X 6'-S" - l0 - SHSHIIML & SHEAT HINe WINDOW EXTERIOR SHEATHING I 2x WD 5TLP5 U r VAPOR VAPOR 15ARRIF-R l�l'tlYl PE MIE-� 5/S" Vwp — 43 ENV. RM 39 TREAT M%T CORRIDOR 3 S X 6-S - 9 - HARRIER INFILTRATION TAPE AT SIDING - TYP - 44 TREATMENT ROOM 2 39 TREATMENT CORRIDOR 3'-S" X 6"-S" - 12 POWER OPERATED ALS OR PERIMETER - TYP I x4 TRIM BOARD LL (D 0 FI�EReLAss I x4 T Typ. 1�VINPOWENTRY/OREETINO 6HART STAT. 45 T-RPATMENT ROOM I 39 TREATMENT CORRIDOR 3'-S" X 6'-S" WD FIM A9 -4A - IZ POWER OPERATED �E I x4 TRIM � O 46 MECHANICAL ROOM - EXTERIOR (Z) 3' X 7' Fie F15e A4- 5 FIBERGLASS DOOR & FRAME BOARD C- 47 ELEG/ DATA 46 MECHANICAL ROOM 3' X 6-S" FIS F� As - S - T P. JAM TAI 6 TRIM PETAIL lelINPO�V TAILs GLAZING PETAILs Dm - CRAWL SPACE - EXTERIOR 3 X 3-S 1 3/4 F F$e F$e A9 -4D - 4 FIfERGLASS DOOR & FRAME 7 �./ m SCALE I I/2" = 1'-d' � SCALE I I/2" = I' -d' � SCALE : I I/2" = I' -d' / SCALE I/ O m i 0 Nt 0 Ln (� C: LIFTV GATE '"GOLLtvIN" Q - MYOND AT WALL 1/2" ALV 14!! 1 114l'o eALV. STL. PIPE HANDRAIL H ANW 1. IZ 11/2"x2" eALV. - STL. TTJpE I/4" HANDRAIL MOUNTIN& 1 1/Z"x2" eALV. PLATE STL. TUBE HANDRAIL /2!'x1 I/Z" eALV. I I/Z"xl I/2" eALV. STL TLM POST �` �` STL TUP5E P05T PORCH SLAB CL CL 0 - GONG RAMP0 L71 L LQ is ' 4 x4 x 1/,4!' THK. E: MOUNTINe PRACKET 14 6x4 1/2x1/4" THK. w/ (4) IIA!'o6x4 1/2-xI/4" THK- -114" THK. MOUNTINe MOUNTINe WACK''� ET ANCHOR 15OLTS 6"' MOUNTING WACMT 5' dZd RAG TGt1a/R (4) 4x4 WD C -JJMN WRAPPED w/ I x TRIM w/ (4) I/4"o 2 ' w/ (4) 1/4„o ° ° ° (4) SPACES Q ' = -d' 4 I o BOLTS I,_2„ -HOLD TRIM 1/2 Ai34VE GANCHOR PCLTS ° ANCHOR i3OLT5 °ONG. TYP ° Ix "SASE” w/ CHAMFERED EDGE 25!_11" OVER I x WRAP H2,_I!, 7� 5- 4 74 2!_1,! . r MPI I G & XITRAILINO VTIO ENTRY RA I L I N G ELEVAT I ON EXIT RAILING ELEV v SCALE I/Z" _ ('-d' SCALE : 3/4" = I' -d' lO SCALE : -3/4!0 = I' -d' - LIFT PILLAR NRACKETS - PROVIDE SOLID BLOCKING IN m I I WALL AS REQ'D & EXTERIOR I x4 TRIM E 0 LIFT GATE lA ! I T WALL 'TRIM" �DOGKINO IN SIDING amm x6 EMDGE OF TO III ,!i-�N'! GOLWMN - CONIC. SLA -f, MOUNTINe I /,COLUMN" 3„ C1 WALL 0 LFT PLATE �`. AT WALL y MOUNTINe I ;� !! !, �� I I/2"xZ" eALV. , +� PLATE LIFT PILLAR ffRAGKETS 1 1/2"x2" , I I/2 x2 GALV. STL. TU>3E � U PROVIDE SOLID �LOGKI GALV. 5TL. I STL. TUfE ° HANDRAIL r a) WRAP 1 1/2"x2" IN WALL AS & I I � HANDRAIL ` +'I w/ OA -V. STL. EXTERIOR 'TRIM" HANDRAIL I x TRIM TLE ftD6KINe IN SIDING AS v F�'D I I I 112 -"XI I/2!! TYP HANDRAIL R .' GALV. STL- MID ° I/4x3 GALV. I� & POTTOM RAIL MOUNTING BRACKET -- ----- ----- - -- ---------- --- - ---- I F LAI]N ° w/ (4) I/4 ,.. o - - - - - � - - - - - - - , ANGt10R i30L-T5 O ' I I/Z!!XI 1/2!! DA ,! !! - - - U I - 4 f - - - - - - - - - - - 2 —4� t I' - - - - - - !! POST & _ GALV. STL. I I/2" x l I /2" L41�:Y 0 2 4 N I-II MOUNTING ( bb TUBE POST ■ GALV. STL. MID & POT FOM RAIL MRO"T NO. - - -Ix CORNER M OUNTING 1512 TRIM - TYP 5' d' 1 6'-d' I LIFT GATE MOLNTED TO �LT � I'-Id'f STAIRS 2'-S"f STAIR EDGE OF GONG. SLAB — ------ — ------ --� SGS � L I( PLAN TAIL & LITLVTION � d &TAIL ENTTY RAILING >, XITRAILINe IENTRY RAILING & LST3SCALE I� SCALE - " 2. 0 SCALE : 12Il--0`) S SCALE : I S" = I' -d' 0 is SHOP FABRICATED WOOD TRUSS NOTES: 1. TRUSSES SHALL BE OF TYPE IN WHICH CHORDS AND WEB MEMBERS ARE IN ONE PLANE. USE CONNECTOR PLATES WHICH DEVELOP DESIGN STRENGTH REQUIRED AT JOINTS FOR CONNECTIONS. 2. MINIMUM TOP AND BOTTOM CHORDS OF TRUSSES SHALL BE 2 INCHES BY 4 INCHES AND MINIMUM WEB MEMBERS SHALL BE 2 INCHES BY 4 INCHES, UNLESS NOTED OTHERWISE. WEB MEMBERS MAY BE LOCATED BY TRUSS MANUFACTURER AS REQUIRED, BUT LOCATIONS MUST BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS TO AVOID INTERFERENCES. 3. TRUSSES SHALL BE CAPABLE OF SUPPORTING A TOP CHORD BALANCED UNIFORM SNOW LOAD OF 42 psf, TOP CHORD DEAD LOAD OF 15 psf, BOTTOM CHORD LIVE LOAD OF 10 psf, AND BOTTOM CHORD DEAD LOAD OF 15 psf. 4. DESIGN TRUSSES FOR BALANCED SNOW LOADS AND UNBALANCED SNOW LOADS (SEPARATE LOAD CASES) IN ADDITION TO DEAD LOADS. 5. MAXIMUM TRUSS DEFLECTION SHALL BE L/360 FOR SNOW AND LIVE LOAD; L/240 FOR TOTAL LOAD. 6. NO SNOW LOAD REDUCTION WILL BE PERMITTED FOR SLOPE. Ct SHALL BE 1.1 FOR VENTILATED ROOF AREAS. 7. INDIVIDUAL TRUSSES SHALL BE DESIGNED TO ACCOMMODATE MECHANICAL LOADS NOT ACCOUNTED FOR IN DESIGN LOADS; PARTICULARLY PIPES PARALLEL TO TRUSSES AND PIPES PERPENDICULAR TO TRUSSES WHICH ARE NOT AT PANEL POINTS. 8. SUBMIT SHOP DRAWINGS WHICH CONTAIN DATA IN ACCORDANCE WITH TPI. DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THE TRUSS WILL BE ERECTED. 9. COMPLY WITH ANSI/TPI-1 "NATIONAL DESIGN STANDARD FOR METAL -PLATE CONNECTED WOOD TRUSS CONSTRUCTION" LATEST EDITION. 10. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH QUALITY CONTROL MANUAL OF THE TPI 11. ANCHOR TRUSSES SECURELY TO EXTERIOR WALLS WITH SIMPSON STRONG TIE, HURRICANE TIE H1, OR ACCEPTABLE EQUIVALENT AT EACH TRUSS. 12. PROVIDE TEMPORARY AND PERMANENT CONTINUOUS TRUSS BRACING (HORIZONTAL, DIAGONAL, AND CHORDS AND WEBS) PER MANUFACTURER. FIRMLY SECURE BRACING TO BOTH GABLE ENDS OR BEARING WALLS AT HIPPED ROOF AREAS. 13. CONSTRUCT GABLE END TRUSSES USING MINIMUM 2X4 VERTICALS AT 24" OC MAXIMUM SPACING SIZED FOR LATERAL WIND LOAD AND BRACING FORCES REQUIRED. 14. SEE DRAWING SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION. MASONRY NOTES: 1. MASONRY WALLS SHALL HAVE GALVANIZED STANDARD WEIGHT (9GA) JOINT REINFORCEMENT EVERY SECOND COURSE AND TOP TWO COURSES UNLESS NOTED OTHERWISE. PROVIDE LADDER TYPE JOINT REINFORCING FOR REINFORCED MASONRY WALLS. LAP SPLICE JOINT REINFORCEMENT A MINIMUM OF 6 INCHES TYPICALLY. USE PREFABRICATED CORNERS AND TEES. 2. REINFORCE MASONRY WALLS WITH #4 AT 24 ON CENTER, UNLESS NOTED OTHERWISE. LAP #4 BARS 24 INCHES. GROUT SOLID ALL REINFORCED CORES. 3. FILL CORES IN HOLLOW CONCRETE MASONRY UNITS WITH GROUT THREE COURSES (24 INCHES) UNDER BEARING POINTS INCLUDING PLATES, BEAMS, LINTELS, POSTS, AND SIMILAR ITEMS, UNLESS OTHERWISE INDICATED. 4. STRUCTURAL DRAWINGS DO NOT SHOW FLASHINGS, WEEPS, DRIPS, AND ETC.; HOWEVER, THEY ARE ESSENTIAL TO MAINTAINING THE WATER TIGHTNESS OF THE BUILDING AND PROTECTION OF THE STRUCTURE. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR DETAILS AND ADDITIONAL INFORMATION. MATERIAL PROPERTIES: CONCRETE: FOOTINGS, FOUNDATION WALLS, AND INTERIOR SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH F'C AT 28 DAYS OF 3000 PSI. EXTERIOR SLABS ON GRADE AND SIDEWALKS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH FIC AT 28 DAYS OF 4000 PSI. CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.55, A MAXIMUM 5 INCH SLUMP, AND SHALL HAVE 5 TO 7 PERCENT ENTRAINED AIR (ASTM C 260) AT EXTERIOR EXPOSED LOCATIONS. REINFORCING: DEFORMED BARS; ASTM A 615, GRADE 60. WOOD FRAMING: NO. 2 OR BETTER, SPRUCE -PINE -FIR (SPF) U.N.O. SUBFLOORING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 48/24 (23/32" MIN. THICKNESS) ROOF SHEATHING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 32/16 (15/32" MIN. THICKNESS) WALL SHEATHING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 (9/16" MIN. THICKNESS) CONCRETE BLOCK: ASTM C 90 WITH AVERAGE NET COMPRESSIVE STRENGTH OF 1900 PSI, NORMAL WEIGHT. BRICK: ASTM C 216, TYPE FBS, GRADE SW, WITH MINIMUM AVERAGE NET AREA COMP. STRENGTH 3000 PSI. MORTAR: ASTM C 270 OR ASTM C 1142, TYPE S (FOR MASONRY VENEERS USE TYPE N). GROUT: ASTM C 476, MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI, 8-10 INCH SLUMP. STRUCTURAL ROLLED STEEL W -SHAPES: ASTM A 992 (FY=50 KSI). STEEL PLATES AND ANGLES SHALL BE ASTM A 36. STRUCTURAL STEEL PIPE COLUMNS: ASTM A 53, TYPE E OR S, GRADE B. ANCHOR BOLTS: ASTM A 307, GRADE A. SYP - SOUTHERN PINE (WHERE SPECIFIED): SOUTHERN YELLOW PINE WITH MINIMUM PROPERTIES AS FOLLOWS; - 2X8 Fb = 1500 PSI - 2X10 Fb = 1300 PSI - 2X12 Fb = 1250 PSI - E = 1,700,000 PSI FOUNDATION NOTES: 1. BEAR FOOTINGS ON FIRM UNDISTURBED SOIL. UPON COMPLETION OF EXCAVATING TO FOOTING BEARING SUBGRADE, PROOF -COMPACT TRENCHES AND FOOTING BEARING STRATA WITH VIBRATING PLATE TAMPER TO REMOVE LOOSE MATERIAL. 2. IT IS RECOMMENDED THAT THE FOOTING BEARING STRATUM BE VERIFIED IN FIELD BY A LICENSED ENGINEER BEFORE CASTING CONCRETE FOOTINGS. 3. UNLESS OTHERWISE NOTED, BOTTOM OF EXTERIOR FOOTINGS IS 4 FEET MINIMUM BELOW FINISHED GRADE. FOOTINGS MAY BE STEPPED DOWN OR LOWERED TO REACH AN ACCEPTABLE BEARING STRATUM AS DETERMINED BY SITE CONDITIONS. 4. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. 5. DO NOT ALLOW GROUND BENEATH FOOTINGS OR SLABS TO FREEZE. 6. WHERE THE EXISTING SOIL SURFACE FOR SLAB OR FOUNDATION BEARING IS TOO LOW, PLACE AND COMPACT STRUCTURAL FILL TO REACH REQUIRED SUBGRADE LEVELS. VERIFY MATERIALS AND PROCEDURES WITH ENGINEER BEFORE BEGINNING. 7. CENTER FOOTINGS UNDER WALLS, PIERS, OR COLUMNS UNLESS NOTED OTHERWISE. 8. REINFORCE ALL 8 -INCH THICK FOUNDATION OR FROST WALLS WITH MINIMUM #4 VERTICAL AND HORIZONTAL AT 24" OC EACH WAY CENTERED ON WALL THICKNESS, UNLESS NOTED OTHERWISE. 9. CONCRETE WALLS SHALL ATTAIN A MINIMUM STRENTH OF 70 % f BEFORE PLACING BACKFILL AGAINST THEM. CAST -IN-PLACE CONCRETE NOTES: 1. REINFORCE CONCRETE ELEMENTS INCLUDING FOOTINGS, WALLS, PIERS, AND SLABS. REINFORCEMENT SHOWN PERTAINS TO TYPICAL CONDITIONS. 2. LAP SPLICE CONCRETE REINFORCEMENT AS SHOWN IN BAR LAP SPLICE SCHEDULE, UNLESS NOTED OTHERWISE. 3. PROVIDE CORNER BARS IN CONTINUOUS FOOTINGS, THE SAME SIZE AND NUMBER AS CONTINUOUS REINFORCEMENT. LAP SPLICE WITH MAIN REINFORCEMENT AS SHOWN IN BAR LAP SPLICE SCHEDULE BUT NOT LESS THAN 2'-011 . 4. EXTEND WALL FOOTING REINFORCEMENT INTO COLUMN FOOTINGS WITH A MINIMUM EMBEDMENT EQUAL TO THE MINIMUM BAR DEVELOPMENT LENGTH. 5. CAST STEPPED FOOTINGS MONOLITHICALLY. 6. DOWEL CONCRETE WALLS AND PIERS INTO FOOTINGS WITH DOWELS THE SAME SIZE AND SPACING AS VERTICAL REINFORCEMENT. EXTEND DOWELS TO WITHIN 3 INCHES OF BOTTOM OF FOOTING, TERMINATED WITH A.C.I. STANDARD 90 DEGREE HOOK. LAP SPLICE WITH VERTICAL REINFORCEMENT UNLESS NOTED OTHERWISE. 7. CAST CONCRETE PIERS IN CONCRETE WALLS MONOLITHICALLY WITH WALLS. 8. VERIFY SIZE AND LOCATION OF MECHANICAL OPENINGS THROUGH WALLS PRIOR TO PLACING CONCRETE. PROVIDE SLEEVE OR CHASE FOR PIPING, CONDUIT, OR DUCT PENETRATIONS. CORE DRILLING IS NOT PERMITTED. 9. DO NOT LOCATE PENETRATIONS THROUGH PIERS UNLESS SHOWN IN DRAWINGS OR ACCEPTED BY ENGINEER. 10. CHAMFER EXPOSED CONCRETE CORNERS AND EDGES 3/4 INCH UNLESS NOTED OTHERWISE. 11. CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS DETAILED OTHERWISE: COVER FOOTINGS POURED AGAINST EARTH 3" SURFACE EXPOSED TO WEATHER OR EARTH (INCLUDING SURFACES OF FOUNDATION WALLS COVERED WITH WATERPROOFING MEMBRANE AND OR INSULATION: BARS LARGERTHAN #5 2" #5 BARS OR SMALLER 11/211 SURFACES NOT EXPOSED TO WEATHER OR EARTH: SLABS AND WALLS 3/4" PIERS 11/211 BAR LAP LENGTHS, UNCOATED BARS CLEAR COVER NOT LESS THAN TWO TIMES BAR DIAMETER CLEAR SPACING NOT LESS THAN FOUR TIMES BAR DIAMETER BAR MINIMUM MINIMUM SPACING LAP SPLICE LAP SPLICE SIZE CLEAR COVER CENTER/CENTER NOT A TOP BAR TOP BAR (INCH) (INCH) (INCH) (INCH) #4 1 21/2 22 28 #5 11/4 31/8 27 35 #6 11/2 3 3/4 32 42 NOTES FOR TABLES OF BAR LAP LENGTHS: 1. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT PLACED WITH MORE THAN 12 INCHES OF FRESH CONCRETE CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE. 2. FOR COVER AND SPACING DIMENSIONS WHICH ARE IN BETWEEN THE TABULATED VALUES, DO NOT INTERPOLATE, USE THE LONGER LAP LENGTH. 3. CALCULATE CENTER TO CENTER SPACING DIMENSIONS OF BARS AT SPLICE LOCATIONS. 4. FOR EPDXY COATED BARS, MODIFY THE TABULATED LAP LENGTHS AS FOLLOWS: • FOR TOP BARS AND BARS WHICH ARE NOT A TOP BAR WITH A CLEAR COVER OF GREATER THAN OR EQUAL TO 3 TIMES THE BAR DIAMETER AND CLEAR SPACING GREATER THAN OR EQUAL TO 6 TIMES THE BAR DIAMETER, MULTIPLY THE TABULATED LENGTH BY 1.2. • FOR BARS WHICH ARE NOT A TOP BAR, WITH A CLEAR COVER LESS THAN 3 TIMES THE BAR DIAMETER AND CLEAR SPACING LESS THAN 6 TIMES THE BAR DIAMETER, MULTIPLY THE TABULATED LENGTH BY 1.5. • FOR TOP BARS, WITH A CLEAR COVER LESS THAN 3 TIMES THE BAR DIAMETER AND CLEAR SPACING LESS THAN 6 TIMES THE BAR DIAMETER, MULTIPLY THE TABULATED LENGTH FOR TOP BARS BY 1.3. WOOD FRAMING NOTES: 1. ACCURATELY CUT, FIT, AND SOLIDLY FASTEN MEMBERS TO PROVIDE PLUMB, LEVEL, TRUE, AND RIGID WORK. 2. NAILING NOT INDICATED ON DRAWINGS SHALL BE IN ACCORDANCE WITH "FASTENING SCHEDULE" CONTAINED IN THE BUILDING CODE OF NEW YORK STATE. 3. COMPLY WITH APPLICABLE RECOMMENDATIONS CONTAINED IN APA, DESIGN/CONSTRUCTION GUIDE - RESIDENTIAL AND COMMERCIAL FOR STRUCTURAL WOOD PANELS INDICATED. 4. FOR BOLTED CONNECTIONS, DRILL HOLES %6 INCH LARGER IN DIAMETER THAN THE BOLTS BEING USED. PROVIDE WASHERS AND NUTS UNDER BOLT HEADS IN CONTACT WITH WOOD. 5. PROVIDE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATES FOR LOAD-BEARING WALLS, 2 INCHES THICK BY THE WIDTH OF THE STUDS UNLESS NOTED OTHERWISE. STAGGER TOP PLATE SPLICES A MINIMUM OF 4 FEET. SPLICE ONLY AT STUD LOCATIONS. 6. ANCHOR SILL PLATE OF EXTERIOR WALLS TO FOUNDATION WALLS WITH 1/2 -INCH -DIAMETER BY 1 -FOOT -LONG PLUS 2 -INCH HOOK ANCHOR RODS WITH NUTS AND WASHERS. LOCATE ANCHOR RODS 12 INCHES MAXIMUM FROM EACH END AND 4 FEET MAXIMUM ON CENTER. (MINIMUM OF TWO ANCHOR RODS IN EACH SILL PIECE). EMBED ANCHOR RODS A MINIMUM OF 9 INCHES IN CAST -IN-PLACE CONCRETE. 7. INSTALL RAFTERS AND JOISTS WITH CROWN EDGE UP AND SUPPORT ENDS OF EACH MEMBER WITH NOT LESS THAN 1X2 INCHES OF BEARING ON WOOD OR METAL OR 3 INCHES ON MASONRY. 8. RAFTERS AND JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY 2 -INCHES -BY -FULL -DEPTH SOLID BLOCKING (UNLESS DETAILED OTHERWISE) EXCEPT WHERE THE ENDS ARE ANCHORED TO A BEAM, HEADER, BAND JOIST, OR ARE HELD IN POSITION BY HANGERS. 9. BRIDGING OR 2 -INCHES -BY -FULL -DEPTH SOLID BLOCKING, SHALL BE INSTALLED IN FLOOR JOISTS AT INTERVALS NOT EXCEEDING 8 FEET. 10. LAP MEMBERS FRAMING FROM OPPOSITE SIDES OF BEAMS, GIRDERS, OR LOAD BEARING WALLS NOT LESS THAN 4 INCHES OR SECURELY TIE OPPOSING MEMBERS TOGETHER. INSTALL 2 INCHES BY FULL -DEPTH SOLID BLOCKING AT SUPPORTS. 11. DO NOT NOTCH RAFTERS AND JOISTS IN THE MIDDLE THIRD OF THE SPAN. LIMIT NOTCHES ON THE TOP OR BOTTOM FACE OF THE JOIST TO A MAXIMUM DEPTH OF % OF THE DEPTH OF THE MEMBER AND MAXIMUM LENGTH OF X3 OF THE DEPTH OF THE MEMBER UNLESS ACCEPTANCE OF ENGINEER IS OBTAINED. NO OVERCUTS WILL BE PERMITTED. 12. DO NOT BORE HOLES CLOSER THAN 2 INCHES FROM TOP OR BOTTOM OF JOISTS. LIMIT DIAMETER OF HOLES TO % THE DEPTH OF THE MEMBER. REVIEW BORE HOLE LOCATIONS WITH ENGINEER BEFORE PROCEEDING. 13. USE PRESSURE -TREATED WOOD FOR ELEMENTS EXPOSED TO WEATHER; IN CONTACT WITH SOIL, WATER, MASONRY, CONCRETE; OR FOR WOOD JOISTS AND STRUCTURAL FLOORING DIRECTLY ABOVE SOIL WHEN THE BOTTOM ELEVATION IS LESS THAN 18 INCHES ABOVE SOIL AND FOR WOOD BEAMS WHEN THE BOTTOM ELEVATION IS LESS THAN 12 INCHES ABOVE SOIL. 14. SIMPSON STRONG -TIE FRAMING CONNECTORS ARE INDICATED ON THE DRAWINGS. EQUIVALENT CONNECTORS FROM OTHER MANUFACTURERS MAY BE SUBMITTED FOR REVIEW. ALL CONNECTORS SHALL BE A MINIMUM OF 16GA THICKNESS, UNLESS NOTED OTHERWISE. 15. PROVIDE G185 HOT -DIPPED GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM A 653 FOR METAL FRAMING CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER. FASTENERS USED WITH THESE CONNECTORS SHALL BE HOT DIPPED GALVANIZED TO COMPLY WITH ASTM A 153. Z -MAX FINISH BY SIMPSON STRONG -TIE OR ACCEPTED EQUIVALENT. 16. INSTALL ROOF SHEATHING WITH FACE GRAIN ACROSS SUPPORTS, USING PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH END JOINTS BETWEEN PANELS STAGGERED AND LOCATED OVER CENTER OF SUPPORTS. 17. UNLESS INDICATED OTHERWISE, DO NOT INTERRUPT ROOF SHEATHING WHERE ROOF FRAMING SUPPORTS VALLEY FRAMING. MAINTAIN CONTINUITY OF ROOF DIAPHRAGM UNDER VALLEY FRAMING. CUT 1 -INCH DIAMETER HOLES IN THE SHEATHING AT 2 FEET ON CENTER (EACH WAY) UNDER THE VALLEY FRAMING FOR VENTILATION, WHEN REQUIRED. 18. NAIL SHEATHING WITH 8D COMMON NAILS AT 6 INCHES ON CENTER ALONG PANEL ENDS AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. ALTERNATE FASTENING SHALL BE EQUIVALENT TO SPECIFIED NAILING AS INDICATED IN ESR -1539. SUBMIT ALTERNATE FASTENING INFORMATION, INCLUDING FASTENER TYPE, DIAMETER, LENGTH, AND SPACING TO ENGINEER FOR REVIEW. 19. CONSTRUCT HEADERS WITH CONTINUOUS PLYWOOD FILLERS OR SPACER BLOCKS AS REQUIRED TO MATCH WALL WIDTH. LOCATED SPACER BLOCKS AT EACH END AND AT MID -SPAN OF HEADER. 20. CONSTRUCT HEADERS FROM LUMBER WITHOUT END SPLITS, CHECKS, OR SHAKES. 21. GLUE -NAIL EACH PLY OF MULTIPLE PIECE BEAMS TOGETHER WITH THREE ROWS OF 16D NAILS AT 12 INCHES ON CENTER (STAGGERED). LOCATE ROWS OF NAILING 2 INCHES FROM TOP AND BOTTOM FACES AND AT MID -DEPTH OF BEAM. 22. BOLT BEAMS HAVING THREE OR MORE PLYS AND LOAD APPLIED TO EITHER VERTICAL SIDE FACE OF THE MEMBER WITH (2) 1/2 -INCH DIAMETER BOLTS AT 24 INCHES ON CENTER. 23. PROVIDE BUILT-UP STUD COLUMNS AT MEMBER BEARING LOCATIONS IN STUD WALLS UNLESS NOTED OTHERWISE. CONSTRUCT BUILT-UP STUD COLUMNS WITH A MINIMUM WIDTH THE SAME WIDTH AS THE MEMBER SUPPORTED. PROVIDE A MINIMUM BEAM BEARING LENGTH OF 3X2 INCHES. 24. CUT "BIRDS MOUTH" IN SLOPED RAFTERS AT EXTERIOR BEARING WALLS TO PROVIDE FULL BEARING ON THE TOP PLATE. 25. PRE -DRILL LEAD HOLES FOR LAG SCREWS WITH A DIAMETER OF 60 PERCENT OF THE SHANK DIAMETER. ENLARGE THE LEAD HOLES TO THE SHANK DIAMETER FOR THE LENGTH OF UNTHREADED SHANK. 26. INSERT LAG SCREWS AND WOOD SCREWS BY TURNING; DO NOT DRIVE WITH HAMMER OR INSTALL WITH HAMMER DRILL. Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering, LLC CIVIL • STRUCTURAL • MUNICIPAL 205 GLEN STREET, SUITE 56 GLENS FALLS, NY 12801 P. 792-9264 F: 792-9282 wwx.r,em gi... gAc. 1q7? Quality Service Since 1944 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGINEERS 22 Aviation Road, Albany, New York 12206 TEL (618) 468-9040 FAX (618) 468-9043 mail"I'M a Am-finher.com DATE: 7/1/16 Gtff.KED DY PRZO"T W. 1512 STRUCTURAL iPECIFICATIONS & NOTES A10 O 00 U CN W '0 (6 LL -0 CO s - 0 U) O C: W E O > O m Z m 4- O M 0 Nt O Ln CCS � � O O O � DATE: 7/1/16 Gtff.KED DY PRZO"T W. 1512 STRUCTURAL iPECIFICATIONS & NOTES A10 '0 E C, DATE: 7/1/16 Gtff.KED DY PRZO"T W. 1512 STRUCTURAL iPECIFICATIONS & NOTES A10 r ■ a MECHANICAL SPECIFICATIONS GENERAL: MATERIALS (CONT'D): ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL CODES. VALVES AND PIPING ACCESSORIES: ALL EXISTING CONDITIONS SHALL BE FIELD VERIFIED. BALL VALVE, BRONZE BODY, SCREWED, NIBCO T585. IF DEMOLITION OF EXISTING MECHANICAL SYSTEMS IS REQUIRED, PATCH AND SEAL OPENINGS RESULTING CHECK VALVE, BRONZE BODY, SCREWED, SWING TYPE, JENKINS FIG. 762A. FROM DEMOLITION. USE FIRE AND SMOKE RATED MATERIALS WHERE REQUIRED TO MAINTAIN WALL OR z FLOOR RATING. PIPELINE STRAINER, SCREWED, CAST IRON BODY, STAINLESS STEEL SCREEN, SARCO CO. TYPE IT. COORDINATE ALL UTILITY SHUTOFFS WITH OWNER. DRAIN VALVE, BRONZE BODY, SCREWED, JENKINS BROS. FIG 372. CONTRACTOR TO PERFORM ALL CUTTING AND PATCHING REQUIRED FOR MECHANICAL INSTALLATIONS. ALL CBV: CALIBRATED BALANCE VALVE, BRONZE BODY, THREADED, DIFFERENTIAL PRESSURE READ-OUT PORT, PATCHING SHALL MATCH SURROUNDING EXISTING SURFACES IN KIND. MEMORY STOP, BELL AND GOSSETT MODEL CB, "CIRCUIT SETTER". MC'S BID SHALL INCLUDE NECESSARY TIME FOR INSTRUCTING OWNER'S PERSONNEL IN PROPER MAV: MANUAL AIR VENT, 0-150 PSIG., 0-2127. RANGE, COIN OPERATED, BELL AND GOSSETT NO. 4V. OPERATION AND MAINTENANCE OF INSTALLATIONS AND INCLUDE SERVICING OF ALL TYPES FOR THE - DV PERIOD OF GUARANTEE FOR ALL EQUIPMENT AND MATERIALS HE FURNISHES. PIPE HANGERS TO BE CLEVIS TYPE WITH THREADED ROD SUPPORTS, LARGE ENOUGH TO ENCIRCLE PIPE Existing duct AND INSULATION. EXTERIOR SUPPORTS SHALL BE HOT -DIP GALVANIZED (ASTM 123), ALL OTHER FURNISH FOUR OWNER MANUALS CONSISTING OF BOUND COPIES OF SUBMITTAL DATA COVERING SUPPORTS SHALL BE ZINC ELECTROPLATED (ASTM A653). BLOCKING TO BE PROVIDED AT INSULATION MATERIALS SUBMITTED FOR REVIEW. DATA TO CONTAIN A COMPLETE DESCRIPTION OF MAJOR POINTS TO PREVENT COMPRESSION OF INSULATING MATERIAL. PROVIDE INCIDENTAL STEEL AS REQUIRED SPECIFICATION ITEMS INCLUDING NORMAL SERVICING INSTRUCTIONS WHERE APPLICABLE AND PARTS LIST. TO SUPPORT HANGER. PROVIDE LONG LEG BOLTED RISER SUPPORTS ON VERTICAL RISERS. HORIZONTAL HANGER SPACING'S TO BE PER MANUFACTURER'S RECOMMENDATIONS. SUBMITTALS: Capacity - __ CAP IDENTIFICATION: PROVIDE VALVE TAGS, VALVE CHARTS, AND PIPING IDENTIFICATION SYSTEM IN PROVIDE CATALOG CUT SHEET SUBMITTALS FOR PIPING AND EQUIPMENT PROVIDED BY CONTRACTOR. COOPERATION WITH OWNER. EQUIPMENT DATA TO INDICATE CAPACITY, DIMENSIONS AND REQUIRED OPTIONS AND ACCESSORIES. Pipe down -- -- - ___-- PROVIDE 3/8" SCALE DUCTWORK SHOP DRAWINGS, FIELD VERIFIED. INSTALLATION: PROVIDE REPRODUCIBLE AS -BUILT RECORD DRAWINGS FOR ALL COMPLETED WORK. ALL DUCTWORK AND PIPING SHALL BE CONCEALED EXCEPT WHERE NOTED OTHERWISE. MATERIALS: DRAWINGS ARE DIAGRAMMATIC, CONTRACTOR TO PROVIDE OFFSETS AS REQUIRED BY COORDINATION AND W EXISTING FIELD CONDITIONS. DUCTWORK AND ACCESSORIES: Lined duct __ ___ INSULATION: FURNISH, FABRICATE AND ERECT ALL SHEETMETAL DUCTWORK AS DESCRIBED HEREIN AND SHOWN ON V DRAWINGS IN ACCORDANCE WITH DUCT MANUAL SHEETMETAL CONSTRUCTION FOR VENTILATION AND AIR ALL NEW SUPPLY AND RETURN DUCTWORK SHALL BE COVERED WITH 1-1/2" FLEXIBLE FIBERGLASS CONDITIONING SYSTEMS, LATEST EDITION, PUBLISHED BY SHEETMETAL AND AIR CONDITIONING BLANKET TYPE DUCT INSULATION FACTORY APPLIED ALUMINUM FOIL FACING. BREAKS IN FACING SHALL CONTRACTORS' NATIONAL ASSOCIATION, INC. BE SEALED WITH A BARRIER TAPE. ALL SHEETMETAL SHALL BE TRUE TO FORM, FREE FROM LAMINATIONS LAPS, BLISTERS, RAGGED EDGES, HOT WATER SUPPLY AND RETURN PIPING SHALL BE COVERED WITH HEAVY DENSITY FIBERGLASS CORNERS OR OTHER DEFECTS THAT MIGHT AFFECT APPEARANCE OR SERVICEABILITY. EACH SHEET INSULATION WITH ALL SERVICE JACKET, ADHESIVE LAP AND MATCHING BUTT STRIPS. PRE -MOLDED PVC SHALL BE UNIFORM IN THICKNESS, ROLLER LEVELED, BLUE ANNEALED, HEAVY MILL GALVANIZED, WITH FITTING AND VALVE COVERS WITH BLANKET INSULATION SHALL BE PROVIDED. INSULATION ON PIPING TRADE NAME, MANUFACTURER AND GAUGE OF METAL STAMPED THEREON. 1-1/2- OR LESS SHALL BE 1-1/2" THICK. INSULATION ON PIPING 2" OR LARGER SHALL BE 2" THICK. FLEXIBLE DUCT SHALL BE USED WHERE INDICATED ON DRAWINGS, INSULATED TYPE, THERMAFLEX TYPE REFRIGERANT PIPING SHALL BE COVERED WITH 1" FLEXIBLE ELASTOMERIC INSULATION WITH AN IMPACT M -KE; OR EQUAL. RESISTANT POLYVINYL CHLORIDE JACKETING, 20MIL THICKNESS MINIMUM FOR INTERIOR PIPING. SEAL Entering Dry Bulb Temperature BUTT JOINTS AND FIELD SLITS WITH CONTACT CEMENT. EXTERIOR PIPING INSULATION TO BE COVERED ACCESS DOORS SHALL BE PROVIDED AT LOCATIONS SHOWN AND/OR AS REQUIRED FOR ACCESS TO WITH ALUMINUM JACKETING, 0.016" HAVING AN INTEGRALLY BONDED MOISTURE BARRIER BETWEEN DAMPERS, ETC. INSULATED, 12"x16", OVAL TYPE. INSULATION AND JACKETING. BOILER FLUE AND INTAKE SHALL BE CPVC SIZED AND INSTALLED PER MANUFACTURER'S TESTING AND BALANCING: RECOMMENDATIONS. -57 �`�� AFTER PIPING INSTALLATIONS ARE COMPLETE AND BEFORE INSULATION IS APPLIED, TEST ALL PIPING. PIPE AND FITTINGS: MAINTAIN TEST PRESSURES AS LONG AS REQUIRED TO DETERMINE TIGHTNESS OF SYSTEM AND TO -_ - INSPECT JOINTS VISUALLY. HOT WATER AND CHILLED WATER SUPPLY AND RETURN PIPING 2" AND SMALLER SHALL BE COPPER, _ TYPE "L" HARD DRAWN, ASSEMBLED WITH 95/5 SOLDER AND WROUGHT COPPER FITTINGS. FURNISH LABOR AND INSTRUMENTS AND ADJUST EACH AIR SYSTEM AS SHOWN ON DRAWINGS OR AS SPECIFIED HEREIN. AFTER ADJUSTMENT AND TESTING OF ALL SYSTEMS, SECURELY FASTEN ALL MANUAL CONDENSATE DRAIN PIPING SHALL BE UNINSULATED PVC. DAMPERS AND EXTRACTORS IN POSITION AND CHECK THAT ALL VARIABLE PITCH SHEAVES ARE SECURELY Entering Wet Bulb Temperature - BOLTED IN FINAL POSITION. SPECIFIED FAN CAPACITIES AND SPEEDS ARE BASED ON DESIGN REFRIGERANT PIPING SHALL BE COPPER, TYPE "L" HARD DRAWN, PRE -WASHED AND SEALED FOR CALCULATIONS. REFRIGERANT USE, ASSEMBLED WITH SILVER ALLOY BRAZED JOINTS AND WROUGHT COPPER FITTINGS. �_ Flow Switch -- - - - - PROVIDE WRITTEN AIR AND WATER BALANCE REPORT AT COMPLETION OF BALANCING. I I� TO BUILDING I WIRE MESH SCREEN GALVANIZED CONSTRUCTION ALUMINUM CONSTRUCTION FOR DUCTWORK FOR INTAKE PLENUM ROOF EXTERIOR WALL 12" -MIN 15" -MAX L NON-COMBUSTIBLE -Z WALL PENETRATION 71 — -- — — n — �T FF -1 EF -5 /T I I I II II BACKDRAFT DAMPER (TYP.) \ EXTRA 2" MAXIMUM DEPTH ON BOTTOM OF PLENUM J 3" TRAP ON PIPE DRAIN TO FLOOR DRAIN_:; LOUVER PLENUM DETAIL NO SCALE NOTE: INTAKE LOUVER SIMILAR CONSTRUCTION WITH SINGLE DUCTWORK CONNECTION - 3"0 CPVC VENT 3"0 CPVC INTAKE BOILER CONDENSATE NEUTRALIZER 3/4" CONDENSATE LINE TO FLOOR DRAIN BOILER VENT PIPING DIAGRAM NO SCALE EQUIPMENT PAD SEE DETAIL -, LOUVER EXTERIOR WALL ELE( CON QSS DISCHARGE ACCESS DRAIN VALVE AIR DUCT 36" CONTROL PANEL ACCESS VAV BOX 1-5 WITH HOT WATER REHEAT DETAIL NO SCALE CONCRETE SLEEPER -"� REFRIGERANT PIPING DIAGRAM NO SCALE NOTE: REFRIGERANT LINES AND UNISTRUT SUPPORT TO BE ROUTED BETWEEN EXHAUST DUCTS COORDINATE DUCTWORK ACCORDINGLY. I CO MECHANICAL SYMBOLS LIST GENERAL ILI VALVES AND PIPING ACCESSORIES •� MECHANICAL ABBREVIATIONS O BACKDRAFT DAMPER (TYP.) \ EXTRA 2" MAXIMUM DEPTH ON BOTTOM OF PLENUM J 3" TRAP ON PIPE DRAIN TO FLOOR DRAIN_:; LOUVER PLENUM DETAIL NO SCALE NOTE: INTAKE LOUVER SIMILAR CONSTRUCTION WITH SINGLE DUCTWORK CONNECTION - 3"0 CPVC VENT 3"0 CPVC INTAKE BOILER CONDENSATE NEUTRALIZER 3/4" CONDENSATE LINE TO FLOOR DRAIN BOILER VENT PIPING DIAGRAM NO SCALE EQUIPMENT PAD SEE DETAIL -, LOUVER EXTERIOR WALL ELE( CON QSS DISCHARGE ACCESS DRAIN VALVE AIR DUCT 36" CONTROL PANEL ACCESS VAV BOX 1-5 WITH HOT WATER REHEAT DETAIL NO SCALE CONCRETE SLEEPER -"� REFRIGERANT PIPING DIAGRAM NO SCALE NOTE: REFRIGERANT LINES AND UNISTRUT SUPPORT TO BE ROUTED BETWEEN EXHAUST DUCTS COORDINATE DUCTWORK ACCORDINGLY. I CO MECHANICAL SYMBOLS LIST GENERAL VALVES AND PIPING ACCESSORIES •� MECHANICAL ABBREVIATIONS O Connect new work to existing - _ -- Direction of fluid flow - z Access Door - -- -- AD Dirt Leg - -- - - - u Automatic Temperature Control -- ATC DUCTWORK Drain Valve - -- -- - - DV BTU Per Hour (Thousand) MBH Existing duct ry Automation System - BAS w x HBuilding LP drip assembly -- -- ---- ->-C31— Capacity - __ CAP Duct - - - - w x H Pipe down -- -- - ___-- � Cubic Feet Per Minute - - CFM H Pipe up - W Direct Digital Control ----- ---- DDC Lined duct __ ___ ------------- Pipe takeoff from bottom V Differential Pressure Sensor - DPS 0 ------------- Vacuum Breaker va Entering Air Temperature --- --- EAT Duct up ® ® DCV— Entering Dry Bulb Temperature -- EDB Backflow Preventer Duct down -57 �`�� Entering Water Temperature ------ EWT -_ - Balance Valve _ Entering Wet Bulb Temperature - -- EWB Supply diffuser __ _ __ -_ ® SD? CFM Ball Valve -- �_ Flow Switch -- - - - - - FS Butterfly Valve -- - —Irl— Existing supply diffuser--__-- _ 1;�� Leaving Air Temperature LAT Calibrated Balance Valve--- - --— Leaving Dry Bulb Temperature ---- LDB CBV Return/exhaust register RR? CFM Leaving Water Temperature - - - LWT Automatic Flow Control Valve -- Existing return/exhaust register F�\] FCV Leaving Wet Bulb Temperature LWB External Static Pressure - - - - -- ESP Check Valve - - - —�-- Exhaust Air ----- -- - - - - - EA Volume Damper _ ____ _ _ _ Gate Valve _per Exhaust Air Damper - -- - EAD Globe Valve Fire Damper - - - - - - - FD Isolating Joint Flexible Duct Connector Manual Air Vent - MAV Gallon - GAL Gallons Per Minute -- GPM Fire Damper with FD/AD, Pipe Anchor Point Gauge or Gage GA Access Door } I } Pipe Guide --- - - = Head -- ...._.--- -- - HD Humidity - - - - HUM Smoke Damper withPressure Gauge with Access Door _ __ Pum Suction Diffuser - -- -- - Linear Feet or Foot - -- LF sD/AD:�[ p Mixed Air Temperature MAT Existing duct (single line) Strainer~ Outside Air Damper - - OAD Flexible duct _ 2 -Way Temperature Outside Air Temperature -- - - OAT Control Valve - - _------------.- —D� Reheat Coil _ __- -___ - , 3 -Way Temperature Pounds Per Hour LBS/HR Control Valve - -- - --- —- Pressure Drop - --- -- - - - PD Thermostat/Temperature Sensor ® Thermometer - - - - - -- Relative Humidity - -- RH Return Air --- -- - --- RA Demolition of workx OR -- -- -x Triple Duty Valve --- -- - - —13,� Return Air Damper - - - RAD Demolition of work -- _-_-_ -- - _- ® Union Return Air Temperature - - - RAT PIPING Supply Air SA Pressure Reducing Valve —p�— Supply Air Temperature - - -- --- SAT Cold Water CW Static Pressure -- - SP GENERAL ABBREVIATIONS Condensate Drain - - - -CD- - Stage __ - - -- _ -- - --- STG Adjustible - - - - ADJ Hot Water Return --- -- - - - HWR - - Variable Air Volume - - --- VAV Above Finished Floor - - - - --- AFF Hot Water Supply HWS Variable Frequency Drive VFD Ceiling CLG Refrigerant Gas - - - RG Diameter - DIA Refrigerant Liquid RL Down _ ---- -- - _ --- DN Drawing - - - - - - DWG Elevation ELEV Existing EXIST/(E) Feet - -_ -- - - _ - - FT Floor FL Horsepower --- ---- -.. -- - - HP Manufacturer -- -- --- MFR Maximum -- -- - MAX Minimum - --- -- - - - MIN Mounted MTD y Not Applicable N/A Not In Contract NIC MAV Number - - - - # On Center --- - - ----- -- OC Square Feet -- - - ----- SF o' Typical - TYP i3 Normally Open - - - NO „tf r- I -------- rPT PORTS Normally Closed - -- - NC X24" COILDISCHARGE ACCESS DRAIN VALVE AIR DUCT 36" CONTROL PANEL ACCESS VAV BOX 6 & 7 WITH HOT WATER REHEAT DETAIL NO SCALE COORDINATE PAD DIMENSIONS WITH UNIT MANUFACTURER - 3/4" CHAMFER ALL AROUND CONDENSING #5 RE -BAR AT 12" ON UNIT CENTER EACH WAY 4" ABOVE GRADE LINE GRADE -1-1-* - --- ----------- 11=11 I=111=1 11= 4" BELOW I1=1I1=1I1=1I Il GRADE-1�Iiiil�11111�1� REMOVE TOP SOIL, FILL WITH CONCRETE TO BE 4000 PSI, 12" OF GRAVEL, COMPACTED CURE FOR 28 DAYS IN 6" LAYERS EXTERIOR CONCRETE PAD DETAIL NO SCALE DUCT SUPPORT VOLUME DAMPER - STAINLESS STEEL CLAMP (TYP) INSULATED FLEX DUCT--------,- SEE UCT-------_ SEE ARCHITECTURAL DETAIL FOR PERIMETER BEND RADIUS ROUND DUCT BLOCKING 1 X DUCT RADIUS GYPSUM CEILING RADIAL VOLUME --- DAMPER CEILING TILE PLASTER DIFFUSER FRAME FLEXIBLE DUCT TO BE MAXIMUM OF 5'-0" LONG. DIFFUSER CONNECTION DIAGRAM NO SCALE CBV Cy�N 011 MAV � -ISS o5 � PT PORT J (TYP.) 2 -WAY CONTROL VALVE UNIT HEATER PIPING DIAGRAM - HOT WATER NO SCALE STAINLESS STEEL CLAMP INSULATED FACTORY FLEX DUCT VOLUME DAMPER —� INSULATED r- - - DIFFUSER PLENUM, I I �`� TRUSS SAME LENGTH AS DIFFUSER SEE ARCHITECTURAL DETAIL FOR PERIMITER BLOCKING I I METAL ELBOW GYPSUM i TO AVOID TRUSS CEILING I CEILING TILE VOLUME PATTERN CONTROL ADJUSTMENT VANES LINEAR DIFFUSER DIAGRAM NO SCALE FFA #7737 Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering 18 PEARL STREET P; (,,14) t—Qu Su"E Bis f: 4615}792-W22 6'LEN3Ea1oL5, M.Y. 128tlt. �vwvrx€afonengw�eer!n�vr«� CONSTRUCTION PRINT JULY 1, 2016 T Qualify Service Since 1944 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGIIaMS 82 AvlaUon Rosa. Albany, New York 12206 "M (618) 468-7040 PAX (618) 468-7049 mau�hledmenflebea.oe� U •� O U 00 z N El L O� O U) ry Q) CDmz ,H^^ Vl 4- 0 .. Lo H W .0 -�-� C Q) U a) 0 Ld DATE: 7/1/16 CHECKED BY TAH/SCD PROJECT NO. 1512 MECHANICAL: SPECIFICATIONS SYMBOLS LIST & DETAILS M-1 z El ,H^^ Vl H Ld DATE: 7/1/16 CHECKED BY TAH/SCD PROJECT NO. 1512 MECHANICAL: SPECIFICATIONS SYMBOLS LIST & DETAILS M-1 I --- --- --- 28 I RECOVERY 1 RECOVERY 2 RECOVERY 3 EXAM RM 5 I Rp I i LD1 75 ! LD1 Z50 LD1 Z75 IJF� I I I I I I I I I i I I I I I I I i I I ' I I I � ------- - SD2 125 STAFF TLT CLEAN SOILED PREP 2 j 0 WORK RM WORK RM RECOVERY 4 4sSD1 Z75 ------------------- -----J L ---- I MECH RM �- ------ s -_� ® SD2 125 NURSE B1 q EUH-1 STATION I 2 �'" 2 0 SD2 175 7 UH -1 I P2 PREP 1 ----- —� r P2 �_ ER 1 00 ER2 125 ER B2 \ EF -2 RR4 350 - I 13 i WK STATION 3-6 I i I I � I L it I EXAM CORR EXAM RM 6 MEDS RR2 120 RR1 Z100 SD1 40 ---� RET/1 00 SD1 100 �I I i 29 SD1 100 EXAM RM 4 i z--------------------- RR1 75 ` RRA 290 /25 VAV-4 17 NUSE 1030 / SD1 5 ® STATIONS TAT ON ,_� SD 1 100 10 SD1 40 1s CLINIC CORR I ®® ,u 0 �� -- - � VAV-3 3o II P 1 P1 EF -5 3 ER 1 50 1025 0 RECOVERY _- I i l L-- i �. EQUIP AREA CORR 3/4" HWS EF -1 HA U 1 \ T 3/4» HWR ® o --Z ------- RR4 350 1a L-----�-- ------_-- RR1 100 39 » I ® CLINIC ----------- -------- -- 3/4 HWS m SD1 100 D1 100 I CORR l ' 1-1 2" HWS I TREATMENT �� SCE725 / �� - 43 CORR i 3/4 HWR I SD1 75 1-1/4" HWS 1-1/2" HWR > ENV RM i - i 1 / » \� NN HWR 6 I I I i 1 1 ' � � 1 ENV RM �,----------I 1 --- -1/2» HW ------1- - ' --- --------------- -------- - - - -- ------------------ ----- =1-1--------- ----------ER1-5+--------- ---- ----- ------ --------- -- --- --- ---------�---- T T 1-1/4" HWS 37 ER2 150 T ------ ___ 1 /2» HW 1 /2" HWS 1-1 /4" HWR i PATIENT 1 /2» HWS I —� I' I _ » � CHG/TLT 1/2" HWR I T AC -1 V2001 VAV-2 1/2" HWR 200 ER1 75 ----- RR1 100 __- RR1 100 RR1 100 F 7-T _1 I r__ I I I I I I I I I , I , I I I I I U J J n U N c - C) Q 0 0 U U 0 0 0 N C- 0, n 0 PARTIAL MECHANICAL ROOM PLAN NORTH SCALE: 1/4" = 1'-0" FIRST FLOOR EQUIPMENT & PIPING PLAN NORTH SCALE: 1/4" = 1'-0" r----------------------------------------------------40, ----------- I 1-1 /2" i P3 I�I NJ P3 TO VAV I�I REHEATS i � 1 » 1 » » »---3F TO WH1 (BY PC) T w ,I WH 1 1 i 1 I UH -1 I MAINTAIN _ ______ H T' --T HEATER REMOVAL CLEARANCE, _ TYP T I PG(0-60 PSI) (TYP.) I BOILER � I TEMP. (BY DC) ( -� SENSOR T AQUASTAT: CONTROLS PUMPS P3 THROUGH EACH BOILER. 1-1 /2" 1-1 /2" Pi 3/4" MAKE 3/4" UP CW - TACO #335 3/4 WK STATION 3-4 I I 1 I STAFF2 RM /1 RR2 1 0 RR2 150 RR 200 z T 0 I I I ------ ----- ------ I � I ------------ I 14 RR1 Z100 STAFF TLT ` I E 1 0 COUNSELING 10 ® t 1 RM STATION ® SD1 100 ADMIN 1-2 ® i SDI Z100 R1 100 STORAGESD 1 10 I I % -------------- I I 50 /'�` SD1 � RR3 250 'i WAITING �k7 CORR , �I VAV-6 625 - VAV 7 1 1 I I 1/2" HWS 3/4" HWR - - SD1 75 1/2" HWR GRE 3 RR2 150 SD1 25 I I I ® ® -- GRE 2 SD1 100 SD1 25 I GREEI 1 j j SD1 75 II I WAITING RM II g RR2 150 SD 1 r25 INTAKE to (� NOT TO • -------8---------- EXCEED 6" LJ— I HW _ OUTDOOR AIR SENSOR 2to 2" SUPPLIED WITH BOILER AS B1C3 CO362 P2 P2 9 CONDENSATE CBV I ( NEUTRALIZER -4I 1-1 /4" I (TYP.) DV _ TO FLOOR HDRAIN HOT WATER SYSTEM SCHEMATIC NO SCALE NOTE: FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR MOUNTING, PIPING, AND VENTING REQUIREMENTS. GENERAL NOTES: 1. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL PIPING ROUTES WITHIN ATTIC TRUSS SPACE AS WELL AS ALL EQUIPMENT LOCATIONS. THIS DRAWING IS FOR DIAGRAMMATIC PURPOSES ONLY. 2. ROUTE PIPING AND VALVES SO IT IS OUT OF THE WAY BUT ACCESSIBLE FROM SERVICE CORRIDOR IN ATTIC SPACE. 3. COORDINATE GRILLE, REGISTERS, AND DIFFUSERS LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN AND FIELD CONDITIONS. KEYED NOTES: O1 PROVIDE BMS INTERFACE PANEL WHERE SHOWN. PANEL TO BE CONNECTED VIA ETHERNET CONNECTION FOR WEB ACCESS. O2 SEE HOT WATER SYSTEM SCHEMATIC. O PROVIDE CONDENSATE TRAP SIZED PER MANUFACTURER'S RECOMMENDATION AND RUN TO FLOOR DRAIN ADJACENT TO AIR HANDLER. 40 SIZE REFRIGERANT LINES PER UNIT MANUFACTURER'S RECOMMENDATIONS. 50 CONCRETE EQUIPMENT PAD BY G.C., APPROXIMATELY 18' x 5'. O6 ROUTE AC -1 CONDENSATE LINE TO AHU FLOOR DRAIN. ROUTE PIPING AS TO NOT DISRUPT AIR HANDLER ACCESS. FFA #7737 Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering 16 PEARL MEET P i4f 762 9243 3ugE 244 fl E5 $ 513!.2 GLEN$ffALLS NY. 72'$49 wYNt-vi4ian g e, N arq CONSTRUCTION PRINT JULY 1, 2016 Quality Service Since 1944 FREEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGINIM 22 Aviation Road. Albany, Now York 12206 TEL (618) 468-7040 FAX (618) 458-7049 mall0Medaoenflaher om U EF -4 - - -- 19 U 0 IF 77 EXAM RM 1 N SD1 100 1 O ® 0 O � ® ENTRY RECEP SD1 100 SD1 100 EUH-2 EUH-1 EUH-1 0 ►'� Ln �/� O R ER 1 t ® ENTRY � PORCH Q) SD1 75 - . - .��.,... �,.�...__--- ___________ _---------------. Q) 4 3 5 -- --' --- ----- MENS TLT TLT CORR WOMENS TLT. I I to (� NOT TO • -------8---------- EXCEED 6" LJ— I HW _ OUTDOOR AIR SENSOR 2to 2" SUPPLIED WITH BOILER AS B1C3 CO362 P2 P2 9 CONDENSATE CBV I ( NEUTRALIZER -4I 1-1 /4" I (TYP.) DV _ TO FLOOR HDRAIN HOT WATER SYSTEM SCHEMATIC NO SCALE NOTE: FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR MOUNTING, PIPING, AND VENTING REQUIREMENTS. GENERAL NOTES: 1. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL PIPING ROUTES WITHIN ATTIC TRUSS SPACE AS WELL AS ALL EQUIPMENT LOCATIONS. THIS DRAWING IS FOR DIAGRAMMATIC PURPOSES ONLY. 2. ROUTE PIPING AND VALVES SO IT IS OUT OF THE WAY BUT ACCESSIBLE FROM SERVICE CORRIDOR IN ATTIC SPACE. 3. COORDINATE GRILLE, REGISTERS, AND DIFFUSERS LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN AND FIELD CONDITIONS. KEYED NOTES: O1 PROVIDE BMS INTERFACE PANEL WHERE SHOWN. PANEL TO BE CONNECTED VIA ETHERNET CONNECTION FOR WEB ACCESS. O2 SEE HOT WATER SYSTEM SCHEMATIC. O PROVIDE CONDENSATE TRAP SIZED PER MANUFACTURER'S RECOMMENDATION AND RUN TO FLOOR DRAIN ADJACENT TO AIR HANDLER. 40 SIZE REFRIGERANT LINES PER UNIT MANUFACTURER'S RECOMMENDATIONS. 50 CONCRETE EQUIPMENT PAD BY G.C., APPROXIMATELY 18' x 5'. O6 ROUTE AC -1 CONDENSATE LINE TO AHU FLOOR DRAIN. ROUTE PIPING AS TO NOT DISRUPT AIR HANDLER ACCESS. FFA #7737 Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering 16 PEARL MEET P i4f 762 9243 3ugE 244 fl E5 $ 513!.2 GLEN$ffALLS NY. 72'$49 wYNt-vi4ian g e, N arq CONSTRUCTION PRINT JULY 1, 2016 Quality Service Since 1944 FREEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGINIM 22 Aviation Road. Albany, Now York 12206 TEL (618) 468-7040 FAX (618) 458-7049 mall0Medaoenflaher om U C- 0 U 00 z N LL - U O 0 O � U 0mz 0 ►'� Ln �/� O • V I U Q) :3 :3 Q) C� ry DATE: 7/1/16 CHECKED BY TAH/SCD PROJECT NO. 1512 MECHANICAL: FIRST FLOOR EQUIPMENT & PIPING PLAN M-2 z Ld DATE: 7/1/16 CHECKED BY TAH/SCD PROJECT NO. 1512 MECHANICAL: FIRST FLOOR EQUIPMENT & PIPING PLAN M-2 U J J n U N C_ U L Q C 0 O U U CD o N T O_ O U ------ ---- - - -------------- ----------------------------- --- I --- --- --- 28 13 --- 12 RECOVERY 1 RECOVERY 2 RECOVERY 3 EXAM RM 5 WK STATION WK STATION LOUVER(E) STAFF RM I I ' I - 1001, 75 50 I' 8 ' „ 75 - 120 I I I I I I I I I I I I 200 I I I I I I 10„0 I I I J I I I L I �- I I II I I I I 8„0 \ 27 26 16 I I EXAM CORR EXAM RM 6 MEDS I I 1 I ' ' I I I I I I i i r -------------- -- 120 r- - -100 - 150 I I , \ I -' ---------- - - -- - 8,r 200 I --- ------------------- r - 1 25 I --------- --------------- 100 i I 40' I 40 u I 42 41 40 --- , „ --- 8 -------- -�------------- ' STAFF TLT CLEAN SOILED PREP 2 RECOVERY 4 - - - - 0 - I WORK RM WORK RM �� 0 � 100 O I L9 ----- - - -- - --- I it 00 i i 10"0 100 46 75 ----J L--- I I ---- -- ---- ------------------------ - MECH RM I ( 125 � \ J 20 -------- I I 29 15 14 I L01 I ��--- I I " I I EXAM RM 4 - STAFF TLT 175 � ( rj i CORR I 10"0 I I 10"� 290 ------------------ ------------ ------------- 0 I y __ O 50 COUNSELING 100 0 I i1ii10"0 - r- 125 ' - I � I ---- I I RM 100 Lj I i --- 100 11 1,12"0 _ l 0 0 - — PREP 1 3 0 I I 25 17 ADMIN ♦1� I lid I I CHARTING NURSE j ------- 4 I I & STATIONS STATION I 6 I rI Z4 I I - 7j 10 N ' 1 0 N WK STATION EF -5 EF -2 I7i - - - 7 --- UJI1100' I ' i rr 100 n --- - - ( 6"� -i " VAV-3 0 RECOVERY NURSE - - -1 -- -- - 1 1 --- 1 0 Q1 1 Ls�'J 8 0 - 50 11 11 EQUIP AREA r STATION (I O - --------------------- \ I rr » L02 EF -1 `♦♦ d 24LINING 24"0 12"0 16x14 14"0 20"0 16"0 j 1 7 50 3 I WAD •� 150 5 t9 o AH U-1 j' 43 04 0 CORR V ENV RM M 0 75 75 > 0 x'_ X>� I' t-- -- --- 1 » LINING 22"0 -- -- 5 0 LsrJ 12x10 1 -- » -- —-------- I F 00 3 -- � ---- ---------- 23 N 6 t ---- I » 0X8 \ rr ---10X8 -- ENV RM 0 15 BEET 3 VAV- 75 j -- 5 0 VAV-1 5 0 _ 50 20o i i V2002 I I ! LA9 75 8"0 I I _ _ i i 10 0 10"o WAITING RM 75 37 .. ` 8"0 I PATIENT 1 100 25 --- I CHG/TLT 10"0 GREET I I c I � 38 0 --- 31 I O MED- -- ------------------ - -------------- -� 200 200 SUPPLY GREET 1 75 ii EXIT CORR - 100 100 100 150 I 6 ISI ZQ 25 INTAKE - 200 200 I I O II DEP DEP I STORAGE ELEC/DATA --- - - —.__ - - - - - 8"0 RM - _- _ - - i 75 81s0\75 22 21 ------------ 20 19 E - PATIENT EXAM RM 3 EXAM RM 2 EXAM RM 1 TLT (OBSERV) 100 I 44 45 36 - - -- - - - - ------------- - 1 TREATMENT TREATMENT GEN STOR 50 EF -3 ENTRY RM 2 RM 1 r RECEP 35 50 100 f SOILED I 2 100 LINEN 75 OU R E 33 32 E_= LOUVER( MED WASTE CLEAN STOR CRAWL SPACE / RAMP ACCESS [ DOWN - - � I 0 i --- RAMP j EXIT PORCH 7 75 j ENTRY PORCH I / I 1 75 - I I I P ---------z- -------- --- 34 Z - -- -- EXIT VEST i ---- I L_____ — ------ -------- O I I L- ----------- 4 3 5 I I MENS TLT TLT CORR WOMENS TLT [ ------------- ------------------------J I - E FIRST FLOOR DUCTWORK PLAN NORTH SCALE: 1/4" - 1'-0" GENERAL NOTES: 1, DUCTS DESIGNATED (H) IN THE ATTIC SERVICE CORRIDOR ARE TO BE INSTALLED AS HIGH AS POSSIBLE IN ATTIC SPACE TO ALLOW PASSAGE UNDERNEATH. DUCTS DESIGNED (L) ARE TO BE INSTALLED AS LOW AS POSSIBLE IN ATTIC SPACE TO ALLOW THEM TO BE STEPPED OVER. 2. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DUCTWORK ROUTES WITHIN ATTIC TRUSS SPACE AS WELL AS ALL EQUIPMENT AND DIFFUSER LOCATIONS. THIS DRAWING IS FOR DIAGRAMMATIC PURPOSES ONLY. 3. PROVIDE 1/2" DUCT LINER ON THE FIRST 10 FEET DOWNSTREAM OF EACH VAV BOX 4. PROVIDE FLEXIBLE CONNECTIONS AT ALL AIR HANDLER AND FAN INLETS AND OUTLETS. 5. PROVIDE ACCESS DOORS UPSTREAM & DOWNSTREAM OF VAV BOXES. KEYED NOTES: O HATCHED AREA REPRESENTS ACCESS ROUTE IN ATTIC SPACE. KEEP PIPING, DUCTWORK AND EQUIPMENT CLEAR UNLESS OTHERWISE NOTED. G.C. TO PROVIDE PLYWOOD FLOORING IN HATCHED AREA, SEE ARCHITECTURAL DWGS. FOR FURTHER INFORMATION. 2O CONNECT EXHAUST DUCT TO EXISTING GABLE LOUVER. PROVIDE BIRD SCREEN BEHIND LOUVER. O3 PROVIDE TURNING VANES IN MAIN DUCT ELBOW. 4O APPROXIMATE LOCATION OF AHU-1 DUCT STATIC PRESSURE SENSOR. O PROVIDE 24"x 24" CONTROL DAMPER SIMILAR TO GREENHECK VCD-23 WITH 24VAC ACTUATOR FOR BUILDING CONTROL SYSTEM TO OPERATE WITH EF -1 AS ECONOMIZER. O EF -5 TO TERMINATE WITHIN MECHANICAL ROOM WITH WIRE MESH SCREEN AND BE CONTROLLED BY REMOTE THERMOSTAT. SEE DETAIL FOR FURTHER INFORMATION. O7 APPROXIMATE LOCATION OF EF -1 PRESSURE TRANSDUCER. O8 CONNECT 12"x12" NORMALLY CLOSED CONTROL DAMPER SIMILAR TO GREENHECK VCD-23 TO EXISTING LOUVER. PROVIDE WIRE MESH SCREEN IF NOT ALREADY PRESENT. DAMPER TO BE WIRED BACK TO EF -5 IN MECHANICAL ROOM AND IS TO OPEN FULLY V" WHEN EF -5 IS ENERGIZED. FFA #7737 Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering s 18 PEAfit STRr'E? 7 t5t6 ??-4266 suffz6¢ w (5 1-.1792-9222 8L£#{S FAt4S, N Y.6a 6? www--Ylsmneflg rsewr�.org CONSTRUCTION PRINT JULY 1, 2016 A7 NP Quati#y Service Since 1944 FREEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGIN&&RS 22 elation Road. Albany, New York 12205 TEL (518) 468-7040 PAX (618) 468-7049 matl0lrledmantdaLeroa In I 18x4 V/ Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering s 18 PEAfit STRr'E? 7 t5t6 ??-4266 suffz6¢ w (5 1-.1792-9222 8L£#{S FAt4S, N Y.6a 6? www--Ylsmneflg rsewr�.org CONSTRUCTION PRINT JULY 1, 2016 A7 NP Quati#y Service Since 1944 FREEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGIN&&RS 22 elation Road. Albany, New York 12205 TEL (518) 468-7040 PAX (618) 468-7049 matl0lrledmantdaLeroa In � V/ •O U � � nO H z m 1- M C3 M CL � V/ •O U � � nO DATE: 7/1/16 H H W CHECKED BY TAH/SCD PROJECT N0. 1512 MECHANICAL: FIRST FLOOR DUCTWORK PLAN U a� U Q 0 0 U U L 0 N T SCHEDULE AIR FFA #7737 AIR HANDLING UNIT SCHEDULE BOILER SCHEDULE AIR FAN FAN MOTOR DX COOLING COIL FILTER DESIGN BASIS TAG TAG SERVICE MIN. CAPACITY AIR PRE -FILTERS FINAL FILTERS INPUT OUTPUT EWT LWT CAPACITY ELECTRIC DESIGN BASIS GPM VOLTS PHASE CYCLE AMP MANUF. MODEL NOTES OA TOTAL ESP TSP MAX HP ELECTRIC MANUF. MODEL NOTES MBH MBH F °F CFM CFM IN WC IN WC RPM SENS TOTAL EAT 'F LAT F MAX PD TYPE MERV TYPE MERV MBH MBH DB/WB DB/WB IN WC AHU-1 ENTIRE 900 4,500 2.0 4.8 3,650 7.5 208V/3PH/60Hz 132.0 190.0 80/67 53/53 0.58 2 INCH 8 12 INCH 13 TRANE CO. CLIMATE 1, 2, 3 BUILDING PLEATED CARTRIDGE CHANGER NOTES: 1. PROVIDE SINGLE POINT POWER CONNECTION TO VFD WITH DISCONNECT SWITCH, MAGNEHELIC GAUGES, DIRTY FILTER SWITCHES, FAN INLET AIR FLOW MONITORING STATION AND OUTSIDE AND RETURN AIR DAMPERS WITH ACTUATORS. 2. PROVIDE FULL CONTROLS PACKAGE CONSISTING OF BUILDING MANAGEMENT INTERFACE, WEB ACCESS, AIR HANDLER CONTROL, VAV CONTROL, ECONOMIZER FAN CONTROL. 3. UNIT TO BE DOUBLE WALL WITH STAINLESS STEEL INNER LINER, DRAIN PAN, AND COIL CASING. COOLED CONDENSING UNIT SCHEDULE TAG TYPE SERVICE PUMP MOTOR DESIGN BASIS NOTES TAG CAPACITY TOTAL CONDENSER FANS COMPRESSOR ELECTRIC DESIGN BASIS NOTES GPM HEAD EFF. RPM HP ELECT. MANUF. MODEL NOM. TONS MBH NUMBER HP TYPE NUMBER REFRIG. VOLTS PHASE CYCLE MANUF. MODEL 1. MBH BASED ON 50'F SUCTION TEMPERATURE AND 95'F OUTSIDE AIR TEMPERATURE. 2. ACCESSORIES TO INCLUDE: HOT GAS BYPASS, LOW AMBIENT KIT, AND COIL GAURD AAT Np RL S'fFSEET f SURE YUU f GLENS FALLS, VAV TERMINAL UNITS PRIMARY AIR HEATING COIL DESIGN BASIS TAG SERVICE NOTES MAX MIN EAT LAT APD EWT LWT WPD MODEL CFM CFM MBH GPM FLUID TYPE .F °F IN WG 'F °F FT MANUF. VAV-1 TREATMENT 2 200 100 6.5 0.75 WATER 50 110 0.1 180 160 0.8 TRANE VCWF05 1, 2 HYDRONIC SPECIALITIES SCHEDULE CAPACITY DESIGN BASIS VAV-2 TREATMENT 1 200 100 6.5 0.75 WATER 50 110 0.1 180 160 0.8 TRANE VCWF05 1, 2 TAG DESCRIPTION SERVICE TOTAL ACCEPT. MANUF. MODEL NOTES VAV-3 MAIN INTERIOR 1025 600 27.0 2.75 WATER 50 100 0.1 180 160 3.7 TRANE VCWF12 1, 2 ET1 EXPANSION HOT WATER 4 2.5 TACO CX15-125 VAV-4 EAST EXTERIOR 1050 700 27.0 2.75 WATER 50 100 0.1 180 160 3.7 TRANE VCWF12 1, 2 SEPARATOR SYSTEM VAV-5 WEST EXTERIOR 525 300 13.0 1.50 WATER 50 95 0.1 180 160 3.3 TRANE VCWF08 1, 2 VAV-6 WAITING AREA 625 300 14.0 1.50 WATER 50 95 0.1 180 160 4.1 TRANE VCWF08 1, 2 VAV-7 ADMINISTRATION 825 400 24.0 2.5 WATER 50 105 0.1 180 160 3.0 TRANE VCWF12 1, 2 TAG TYPE SIZE FREE AREA CAPACITY DESIGN BASIS NOTES NOTES: 1. PROVIDE COMPLETE WITH HOT WATER HEATING COIL, 22 GA. GALVANIZED STEEL CASTING WITH 1" INSULATION, ELECTRONIC ACTUATOR AND CONTROLS INCLUDING 24V TRANSFORMER. 2. BUILDING CONTROL SYSTEM BY UNIT MANUFACTURER. FAN SCHEDULE FAN MOTOR DESIGN BASIS TAG LOCATION AREA TYPE TOTAL EX SP MAX NOTES SERVED CFM IN WG RPM HP ELECT. MANUF. MODEL EF -1 MECH RM. AHU-1 INLINE 4,000 0.75 1,725 1.0 208/1/60 GREENHECK SQ -160 -VG 1, 2 TAG TYPE CFM NC MAX MAX PANEL NECK RANGE LEVEL PD. VEL. SIZE SIZE NOTES EF -2 MECH RM. STAFF INLINE 475 0.5 1,725 1/3 120/1/60 FANTECH FG -12 TOILET 4, 5 EF -3 ATTIC PATIENT INLINE 490 0.5 1,725 1/3 120/1/60 FANTECH FG -12 TOILET 4, 5 EF -4 ATTIC WAITING INLINE 200 0.5 1,725 1/4 120/1/60 FANTECH FG -8 4, 5 REFER TO TOILET NOTES 1. PROVIDE WITH DISCONNECT SWITCH AND REMOTE THERMOSTAT. DUCTLESS SPLIT AIR CONDITIONER SCHEDULE TAG SERVES TYPE INDOOR UNIT OUTDOOR CONDENSING UNIT DESIGN BASIS NOTES EUH-1 BATHROOMS WALL 75 1,750 0.5 115 1.0 60 4.2 KING W2010 TAG AREA FAN DATA COOLING CAPACITY ELECTRICAL CONDENSER FAN ELECTRICAL DATA CFM ESP TOTAL MBH EAT EAT (•F DB) ('F we) MCA MOP V/Ph/Hz TAG TYPE MCA MOP V/Ph/Hz MANUF. MODEL EUH-2 VESTIBULES CEILING 185 7,650 2.2 208 1.0 60 10.8 KING LPW2040C AC -1 IT CLOSET 240 - 9.0 80 67 1.0 15.0 208/1/60 ACCU-3 DIRECT 9.0 15.0 208/1/60 TRANE 4MYW1609 1 4TYK 1609 1. PROVIDE WITH INTEGRAL FACTORY INSTALLED THERMOSTAT AND WALL CAN FOR RECESSED INSTALLATION. NOTES 1. PROVIDE WIRED CONTROLLER AND CONDENSER LOW AMBIENT KIT. ' B1 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 B2 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 NOTES: 1. BOILER ACCESSORIES TO INCLUDE LOW WATER CUTOFF, RELIEF VALVES, DRAIN VALVES, AND CONDENSATE NEUTRALIZER KIT. PUMP P1 INLINE PRIMARY 15 35' 66% 1760 2/3 115-1-60 TACO VR15 1 ACCO -1 &2 7.5 95.0 1 1.0 PROP 2 R410A 208 3 60 TRANE CO. TTA090 1, 2 P2 INLINE BOILER 23 5' 66% 1760 1/25 115-1-60 TACO 0011 - NOTES: P3 INLINE WATER 28 25' 49% 1760 1/2 115-1-60 TACO 1915 2, 3, 4 HOT WATER CIRCULATOR HEATER NOTES: 1. PROVIDE MANUFACTURER'S CONTROLLER AND ALL NECESSARY EQUIPMENT FOR VARIABLE FLOW BY CONSTANT PRESSURE CONTROL. 2. TWO WATER HEATERS AQUASTAT CONTROL. 3. PROVIDE MOTOR STARTER WITH BAS CONTROL CONNECTION TO EACH BOILER. 4. LEAD LAG CONTROL WILL BE OBTAINED THROUGH EACH BOILER CONTROL OF PUMPS P3 WITH PRIORITIZATION CONTROL. VOLUME VOLUME - TANK SYSTEM AS AIR HOT WATER _ _ TACO 49-200 - LOUVER SCHEDULE LENGTH HEIGHT DEPTH SQUARE FEET CFM PD MANUF. MODEL L01 STATIONARY 48" 42" 6" 7.13 4,500 0.06 GREENHECK ESD -603 1 L02 STATIONARY 48" 30" 6" 4.69 3,875 0.12 GREENHECK ESD -603 1 NOTES: 1. PROVIDE WITH FLUSH FRAME, ALUMINUM BIRDSCREEN, AND BAKED ENAMEL PAINT IN ARCHITECTS CHOICE OF COLOR. SD1 REFER TO 0-100 <20 0.08 600 12 x 12 60'0 PRICE SPD 1 SD2 REFER TO 101-175 <20 0.10 600 12 x 12 8"0 PRICE SPD 1 SD3 PLANS 176-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 EF -5 MECH RM. MECH RM. INLINE 600 0.2 1,725 1/3 120/1/60 FANTECH FG -12 3 RR1 REFER TO 0-100 <20 0.02 600 12 x 12 6"0 PRICE SPD 1 NOTES RR2 REFER TO 101-175 <20 0.02 600 12 x 12 8"0 PRICE SPD 1 1. PROVIDE WITH SPRING VIBRATION ISOLATION, DISCONNECT SWITCH AND EC MOTOR. 2. EC MOTOR TO ACCEPT 0-10 VDC SIGNAL FROM BUILDING CONTROLS FOR ECONOMIZER OPERATION. RR3 REFER TO 175-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 3. PROVIDE REMOTE THERMOSTAT CONTROL. RR4 REFER TO 326-470 <20 0.10 600 24 x 24 12"0 PRICE SPD 2 4. PROVIDE MOTOR STARTER FOR BUILDING MANAGEMENT SYSTEM TO CONNECT TO AND HAVE ON/OFF CONTROL AND STATUS. 5. PROVIDE BACKDRAFT DAMPER. ER1 PLANS UNIT HEATER SCHEDULE - HOT WATER TAG CABINET CAPACITY HOT WATER MOTOR DESIGN BASIS NOTES TYPE CFM MBH EAT EWT LWT GPM WPD HP RPM ELECT. MANUF. MODEL UH -1 HORIZONTAL 500 14.0 60' 180' 160' 1.4 0.05 1/3 1550 120-1-60 TRANE CO. UHS18 1 PROPELLER 3. PROVIDE INSULATED PLENUM, ADJUSTABLE TONGS AND FACE OPERATED DAMPER. AIR DEVICE SCHEDULE DESIGN BASIS MANUF. MODEL PLANS PLANS PLANS PLANS PLANS PLANS REFER TO 0-100 <20 0.08 600 12 x 12 6"0 PRICE SPD 1 REFER TO 101-210 <20 0.15 600 12 x 12 80$0 PRICE SPD 1 ER2 PLANS LD1 REFER TO 0-200 <20 0.10 600 24 x 4 6"� PRICE SDB75 3 PLANS 2 -SLOT NOTES: 1. PROVIDE RADIAL DAMPER AND PLASTER FRAME WITH OPTIONAL SHEETMETAL PLASTER FRAME EXTENSION. 2. PROVIDE RADIAL DAMPER AND LAY -IN FRAME. COORDINATE 24"x24" DIFFUSER MOUNTING OPTIONS WITH G.C. ELECTRIC UNIT HEATER SCHEDULE CAPACITY ELECTRICAL DATA DESIGN BASIS CFM BTU KW VOLTS Ph. Hz. AMPS .MANUF. MODEL NOTES SERVED 1 1 NOTES: Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 AIR HANDLING UNIT SCHEDULE BOILER SCHEDULE AIR FAN FAN MOTOR DX COOLING COIL FILTER DESIGN BASIS TAG TAG SERVICE MIN. CAPACITY AIR PRE -FILTERS FINAL FILTERS INPUT OUTPUT EWT LWT CAPACITY ELECTRIC DESIGN BASIS GPM VOLTS PHASE CYCLE AMP MANUF. MODEL NOTES OA TOTAL ESP TSP MAX HP ELECTRIC MANUF. MODEL NOTES MBH MBH F °F CFM CFM IN WC IN WC RPM SENS TOTAL EAT 'F LAT F MAX PD TYPE MERV TYPE MERV MBH MBH DB/WB DB/WB IN WC AHU-1 ENTIRE 900 4,500 2.0 4.8 3,650 7.5 208V/3PH/60Hz 132.0 190.0 80/67 53/53 0.58 2 INCH 8 12 INCH 13 TRANE CO. CLIMATE 1, 2, 3 BUILDING PLEATED CARTRIDGE CHANGER NOTES: 1. PROVIDE SINGLE POINT POWER CONNECTION TO VFD WITH DISCONNECT SWITCH, MAGNEHELIC GAUGES, DIRTY FILTER SWITCHES, FAN INLET AIR FLOW MONITORING STATION AND OUTSIDE AND RETURN AIR DAMPERS WITH ACTUATORS. 2. PROVIDE FULL CONTROLS PACKAGE CONSISTING OF BUILDING MANAGEMENT INTERFACE, WEB ACCESS, AIR HANDLER CONTROL, VAV CONTROL, ECONOMIZER FAN CONTROL. 3. UNIT TO BE DOUBLE WALL WITH STAINLESS STEEL INNER LINER, DRAIN PAN, AND COIL CASING. COOLED CONDENSING UNIT SCHEDULE TAG TYPE SERVICE PUMP MOTOR DESIGN BASIS NOTES TAG CAPACITY TOTAL CONDENSER FANS COMPRESSOR ELECTRIC DESIGN BASIS NOTES GPM HEAD EFF. RPM HP ELECT. MANUF. MODEL NOM. TONS MBH NUMBER HP TYPE NUMBER REFRIG. VOLTS PHASE CYCLE MANUF. MODEL 1. MBH BASED ON 50'F SUCTION TEMPERATURE AND 95'F OUTSIDE AIR TEMPERATURE. 2. ACCESSORIES TO INCLUDE: HOT GAS BYPASS, LOW AMBIENT KIT, AND COIL GAURD AAT Np RL S'fFSEET f SURE YUU f GLENS FALLS, VAV TERMINAL UNITS PRIMARY AIR HEATING COIL DESIGN BASIS TAG SERVICE NOTES MAX MIN EAT LAT APD EWT LWT WPD MODEL CFM CFM MBH GPM FLUID TYPE .F °F IN WG 'F °F FT MANUF. VAV-1 TREATMENT 2 200 100 6.5 0.75 WATER 50 110 0.1 180 160 0.8 TRANE VCWF05 1, 2 HYDRONIC SPECIALITIES SCHEDULE CAPACITY DESIGN BASIS VAV-2 TREATMENT 1 200 100 6.5 0.75 WATER 50 110 0.1 180 160 0.8 TRANE VCWF05 1, 2 TAG DESCRIPTION SERVICE TOTAL ACCEPT. MANUF. MODEL NOTES VAV-3 MAIN INTERIOR 1025 600 27.0 2.75 WATER 50 100 0.1 180 160 3.7 TRANE VCWF12 1, 2 ET1 EXPANSION HOT WATER 4 2.5 TACO CX15-125 VAV-4 EAST EXTERIOR 1050 700 27.0 2.75 WATER 50 100 0.1 180 160 3.7 TRANE VCWF12 1, 2 SEPARATOR SYSTEM VAV-5 WEST EXTERIOR 525 300 13.0 1.50 WATER 50 95 0.1 180 160 3.3 TRANE VCWF08 1, 2 VAV-6 WAITING AREA 625 300 14.0 1.50 WATER 50 95 0.1 180 160 4.1 TRANE VCWF08 1, 2 VAV-7 ADMINISTRATION 825 400 24.0 2.5 WATER 50 105 0.1 180 160 3.0 TRANE VCWF12 1, 2 TAG TYPE SIZE FREE AREA CAPACITY DESIGN BASIS NOTES NOTES: 1. PROVIDE COMPLETE WITH HOT WATER HEATING COIL, 22 GA. GALVANIZED STEEL CASTING WITH 1" INSULATION, ELECTRONIC ACTUATOR AND CONTROLS INCLUDING 24V TRANSFORMER. 2. BUILDING CONTROL SYSTEM BY UNIT MANUFACTURER. FAN SCHEDULE FAN MOTOR DESIGN BASIS TAG LOCATION AREA TYPE TOTAL EX SP MAX NOTES SERVED CFM IN WG RPM HP ELECT. MANUF. MODEL EF -1 MECH RM. AHU-1 INLINE 4,000 0.75 1,725 1.0 208/1/60 GREENHECK SQ -160 -VG 1, 2 TAG TYPE CFM NC MAX MAX PANEL NECK RANGE LEVEL PD. VEL. SIZE SIZE NOTES EF -2 MECH RM. STAFF INLINE 475 0.5 1,725 1/3 120/1/60 FANTECH FG -12 TOILET 4, 5 EF -3 ATTIC PATIENT INLINE 490 0.5 1,725 1/3 120/1/60 FANTECH FG -12 TOILET 4, 5 EF -4 ATTIC WAITING INLINE 200 0.5 1,725 1/4 120/1/60 FANTECH FG -8 4, 5 REFER TO TOILET NOTES 1. PROVIDE WITH DISCONNECT SWITCH AND REMOTE THERMOSTAT. DUCTLESS SPLIT AIR CONDITIONER SCHEDULE TAG SERVES TYPE INDOOR UNIT OUTDOOR CONDENSING UNIT DESIGN BASIS NOTES EUH-1 BATHROOMS WALL 75 1,750 0.5 115 1.0 60 4.2 KING W2010 TAG AREA FAN DATA COOLING CAPACITY ELECTRICAL CONDENSER FAN ELECTRICAL DATA CFM ESP TOTAL MBH EAT EAT (•F DB) ('F we) MCA MOP V/Ph/Hz TAG TYPE MCA MOP V/Ph/Hz MANUF. MODEL EUH-2 VESTIBULES CEILING 185 7,650 2.2 208 1.0 60 10.8 KING LPW2040C AC -1 IT CLOSET 240 - 9.0 80 67 1.0 15.0 208/1/60 ACCU-3 DIRECT 9.0 15.0 208/1/60 TRANE 4MYW1609 1 4TYK 1609 1. PROVIDE WITH INTEGRAL FACTORY INSTALLED THERMOSTAT AND WALL CAN FOR RECESSED INSTALLATION. NOTES 1. PROVIDE WIRED CONTROLLER AND CONDENSER LOW AMBIENT KIT. ' B1 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 B2 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 NOTES: 1. BOILER ACCESSORIES TO INCLUDE LOW WATER CUTOFF, RELIEF VALVES, DRAIN VALVES, AND CONDENSATE NEUTRALIZER KIT. PUMP P1 INLINE PRIMARY 15 35' 66% 1760 2/3 115-1-60 TACO VR15 1 ACCO -1 &2 7.5 95.0 1 1.0 PROP 2 R410A 208 3 60 TRANE CO. TTA090 1, 2 P2 INLINE BOILER 23 5' 66% 1760 1/25 115-1-60 TACO 0011 - NOTES: P3 INLINE WATER 28 25' 49% 1760 1/2 115-1-60 TACO 1915 2, 3, 4 HOT WATER CIRCULATOR HEATER NOTES: 1. PROVIDE MANUFACTURER'S CONTROLLER AND ALL NECESSARY EQUIPMENT FOR VARIABLE FLOW BY CONSTANT PRESSURE CONTROL. 2. TWO WATER HEATERS AQUASTAT CONTROL. 3. PROVIDE MOTOR STARTER WITH BAS CONTROL CONNECTION TO EACH BOILER. 4. LEAD LAG CONTROL WILL BE OBTAINED THROUGH EACH BOILER CONTROL OF PUMPS P3 WITH PRIORITIZATION CONTROL. VOLUME VOLUME - TANK SYSTEM AS AIR HOT WATER _ _ TACO 49-200 - LOUVER SCHEDULE LENGTH HEIGHT DEPTH SQUARE FEET CFM PD MANUF. MODEL L01 STATIONARY 48" 42" 6" 7.13 4,500 0.06 GREENHECK ESD -603 1 L02 STATIONARY 48" 30" 6" 4.69 3,875 0.12 GREENHECK ESD -603 1 NOTES: 1. PROVIDE WITH FLUSH FRAME, ALUMINUM BIRDSCREEN, AND BAKED ENAMEL PAINT IN ARCHITECTS CHOICE OF COLOR. SD1 REFER TO 0-100 <20 0.08 600 12 x 12 60'0 PRICE SPD 1 SD2 REFER TO 101-175 <20 0.10 600 12 x 12 8"0 PRICE SPD 1 SD3 PLANS 176-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 EF -5 MECH RM. MECH RM. INLINE 600 0.2 1,725 1/3 120/1/60 FANTECH FG -12 3 RR1 REFER TO 0-100 <20 0.02 600 12 x 12 6"0 PRICE SPD 1 NOTES RR2 REFER TO 101-175 <20 0.02 600 12 x 12 8"0 PRICE SPD 1 1. PROVIDE WITH SPRING VIBRATION ISOLATION, DISCONNECT SWITCH AND EC MOTOR. 2. EC MOTOR TO ACCEPT 0-10 VDC SIGNAL FROM BUILDING CONTROLS FOR ECONOMIZER OPERATION. RR3 REFER TO 175-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 3. PROVIDE REMOTE THERMOSTAT CONTROL. RR4 REFER TO 326-470 <20 0.10 600 24 x 24 12"0 PRICE SPD 2 4. PROVIDE MOTOR STARTER FOR BUILDING MANAGEMENT SYSTEM TO CONNECT TO AND HAVE ON/OFF CONTROL AND STATUS. 5. PROVIDE BACKDRAFT DAMPER. ER1 PLANS UNIT HEATER SCHEDULE - HOT WATER TAG CABINET CAPACITY HOT WATER MOTOR DESIGN BASIS NOTES TYPE CFM MBH EAT EWT LWT GPM WPD HP RPM ELECT. MANUF. MODEL UH -1 HORIZONTAL 500 14.0 60' 180' 160' 1.4 0.05 1/3 1550 120-1-60 TRANE CO. UHS18 1 PROPELLER 3. PROVIDE INSULATED PLENUM, ADJUSTABLE TONGS AND FACE OPERATED DAMPER. AIR DEVICE SCHEDULE DESIGN BASIS MANUF. MODEL PLANS PLANS PLANS PLANS PLANS PLANS REFER TO 0-100 <20 0.08 600 12 x 12 6"0 PRICE SPD 1 REFER TO 101-210 <20 0.15 600 12 x 12 80$0 PRICE SPD 1 ER2 PLANS LD1 REFER TO 0-200 <20 0.10 600 24 x 4 6"� PRICE SDB75 3 PLANS 2 -SLOT NOTES: 1. PROVIDE RADIAL DAMPER AND PLASTER FRAME WITH OPTIONAL SHEETMETAL PLASTER FRAME EXTENSION. 2. PROVIDE RADIAL DAMPER AND LAY -IN FRAME. COORDINATE 24"x24" DIFFUSER MOUNTING OPTIONS WITH G.C. ELECTRIC UNIT HEATER SCHEDULE CAPACITY ELECTRICAL DATA DESIGN BASIS CFM BTU KW VOLTS Ph. Hz. AMPS .MANUF. MODEL NOTES SERVED 1 1 NOTES: Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 COOLED CONDENSING UNIT SCHEDULE TAG TYPE SERVICE PUMP MOTOR DESIGN BASIS NOTES TAG CAPACITY TOTAL CONDENSER FANS COMPRESSOR ELECTRIC DESIGN BASIS NOTES GPM HEAD EFF. RPM HP ELECT. MANUF. MODEL NOM. TONS MBH NUMBER HP TYPE NUMBER REFRIG. VOLTS PHASE CYCLE MANUF. MODEL 1. MBH BASED ON 50'F SUCTION TEMPERATURE AND 95'F OUTSIDE AIR TEMPERATURE. 2. ACCESSORIES TO INCLUDE: HOT GAS BYPASS, LOW AMBIENT KIT, AND COIL GAURD AAT Np RL S'fFSEET f SURE YUU f GLENS FALLS, VAV TERMINAL UNITS PRIMARY AIR HEATING COIL DESIGN BASIS TAG SERVICE NOTES MAX MIN EAT LAT APD EWT LWT WPD MODEL CFM CFM MBH GPM FLUID TYPE .F °F IN WG 'F °F FT MANUF. VAV-1 TREATMENT 2 200 100 6.5 0.75 WATER 50 110 0.1 180 160 0.8 TRANE VCWF05 1, 2 HYDRONIC SPECIALITIES SCHEDULE CAPACITY DESIGN BASIS VAV-2 TREATMENT 1 200 100 6.5 0.75 WATER 50 110 0.1 180 160 0.8 TRANE VCWF05 1, 2 TAG DESCRIPTION SERVICE TOTAL ACCEPT. MANUF. MODEL NOTES VAV-3 MAIN INTERIOR 1025 600 27.0 2.75 WATER 50 100 0.1 180 160 3.7 TRANE VCWF12 1, 2 ET1 EXPANSION HOT WATER 4 2.5 TACO CX15-125 VAV-4 EAST EXTERIOR 1050 700 27.0 2.75 WATER 50 100 0.1 180 160 3.7 TRANE VCWF12 1, 2 SEPARATOR SYSTEM VAV-5 WEST EXTERIOR 525 300 13.0 1.50 WATER 50 95 0.1 180 160 3.3 TRANE VCWF08 1, 2 VAV-6 WAITING AREA 625 300 14.0 1.50 WATER 50 95 0.1 180 160 4.1 TRANE VCWF08 1, 2 VAV-7 ADMINISTRATION 825 400 24.0 2.5 WATER 50 105 0.1 180 160 3.0 TRANE VCWF12 1, 2 TAG TYPE SIZE FREE AREA CAPACITY DESIGN BASIS NOTES NOTES: 1. PROVIDE COMPLETE WITH HOT WATER HEATING COIL, 22 GA. GALVANIZED STEEL CASTING WITH 1" INSULATION, ELECTRONIC ACTUATOR AND CONTROLS INCLUDING 24V TRANSFORMER. 2. BUILDING CONTROL SYSTEM BY UNIT MANUFACTURER. FAN SCHEDULE FAN MOTOR DESIGN BASIS TAG LOCATION AREA TYPE TOTAL EX SP MAX NOTES SERVED CFM IN WG RPM HP ELECT. MANUF. MODEL EF -1 MECH RM. AHU-1 INLINE 4,000 0.75 1,725 1.0 208/1/60 GREENHECK SQ -160 -VG 1, 2 TAG TYPE CFM NC MAX MAX PANEL NECK RANGE LEVEL PD. VEL. SIZE SIZE NOTES EF -2 MECH RM. STAFF INLINE 475 0.5 1,725 1/3 120/1/60 FANTECH FG -12 TOILET 4, 5 EF -3 ATTIC PATIENT INLINE 490 0.5 1,725 1/3 120/1/60 FANTECH FG -12 TOILET 4, 5 EF -4 ATTIC WAITING INLINE 200 0.5 1,725 1/4 120/1/60 FANTECH FG -8 4, 5 REFER TO TOILET NOTES 1. PROVIDE WITH DISCONNECT SWITCH AND REMOTE THERMOSTAT. DUCTLESS SPLIT AIR CONDITIONER SCHEDULE TAG SERVES TYPE INDOOR UNIT OUTDOOR CONDENSING UNIT DESIGN BASIS NOTES EUH-1 BATHROOMS WALL 75 1,750 0.5 115 1.0 60 4.2 KING W2010 TAG AREA FAN DATA COOLING CAPACITY ELECTRICAL CONDENSER FAN ELECTRICAL DATA CFM ESP TOTAL MBH EAT EAT (•F DB) ('F we) MCA MOP V/Ph/Hz TAG TYPE MCA MOP V/Ph/Hz MANUF. MODEL EUH-2 VESTIBULES CEILING 185 7,650 2.2 208 1.0 60 10.8 KING LPW2040C AC -1 IT CLOSET 240 - 9.0 80 67 1.0 15.0 208/1/60 ACCU-3 DIRECT 9.0 15.0 208/1/60 TRANE 4MYW1609 1 4TYK 1609 1. PROVIDE WITH INTEGRAL FACTORY INSTALLED THERMOSTAT AND WALL CAN FOR RECESSED INSTALLATION. NOTES 1. PROVIDE WIRED CONTROLLER AND CONDENSER LOW AMBIENT KIT. ' B1 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 B2 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 NOTES: 1. BOILER ACCESSORIES TO INCLUDE LOW WATER CUTOFF, RELIEF VALVES, DRAIN VALVES, AND CONDENSATE NEUTRALIZER KIT. PUMP P1 INLINE PRIMARY 15 35' 66% 1760 2/3 115-1-60 TACO VR15 1 ACCO -1 &2 7.5 95.0 1 1.0 PROP 2 R410A 208 3 60 TRANE CO. TTA090 1, 2 P2 INLINE BOILER 23 5' 66% 1760 1/25 115-1-60 TACO 0011 - NOTES: P3 INLINE WATER 28 25' 49% 1760 1/2 115-1-60 TACO 1915 2, 3, 4 HOT WATER CIRCULATOR HEATER NOTES: 1. PROVIDE MANUFACTURER'S CONTROLLER AND ALL NECESSARY EQUIPMENT FOR VARIABLE FLOW BY CONSTANT PRESSURE CONTROL. 2. TWO WATER HEATERS AQUASTAT CONTROL. 3. PROVIDE MOTOR STARTER WITH BAS CONTROL CONNECTION TO EACH BOILER. 4. LEAD LAG CONTROL WILL BE OBTAINED THROUGH EACH BOILER CONTROL OF PUMPS P3 WITH PRIORITIZATION CONTROL. VOLUME VOLUME - TANK SYSTEM AS AIR HOT WATER _ _ TACO 49-200 - LOUVER SCHEDULE LENGTH HEIGHT DEPTH SQUARE FEET CFM PD MANUF. MODEL L01 STATIONARY 48" 42" 6" 7.13 4,500 0.06 GREENHECK ESD -603 1 L02 STATIONARY 48" 30" 6" 4.69 3,875 0.12 GREENHECK ESD -603 1 NOTES: 1. PROVIDE WITH FLUSH FRAME, ALUMINUM BIRDSCREEN, AND BAKED ENAMEL PAINT IN ARCHITECTS CHOICE OF COLOR. SD1 REFER TO 0-100 <20 0.08 600 12 x 12 60'0 PRICE SPD 1 SD2 REFER TO 101-175 <20 0.10 600 12 x 12 8"0 PRICE SPD 1 SD3 PLANS 176-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 EF -5 MECH RM. MECH RM. INLINE 600 0.2 1,725 1/3 120/1/60 FANTECH FG -12 3 RR1 REFER TO 0-100 <20 0.02 600 12 x 12 6"0 PRICE SPD 1 NOTES RR2 REFER TO 101-175 <20 0.02 600 12 x 12 8"0 PRICE SPD 1 1. PROVIDE WITH SPRING VIBRATION ISOLATION, DISCONNECT SWITCH AND EC MOTOR. 2. EC MOTOR TO ACCEPT 0-10 VDC SIGNAL FROM BUILDING CONTROLS FOR ECONOMIZER OPERATION. RR3 REFER TO 175-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 3. PROVIDE REMOTE THERMOSTAT CONTROL. RR4 REFER TO 326-470 <20 0.10 600 24 x 24 12"0 PRICE SPD 2 4. PROVIDE MOTOR STARTER FOR BUILDING MANAGEMENT SYSTEM TO CONNECT TO AND HAVE ON/OFF CONTROL AND STATUS. 5. PROVIDE BACKDRAFT DAMPER. ER1 PLANS UNIT HEATER SCHEDULE - HOT WATER TAG CABINET CAPACITY HOT WATER MOTOR DESIGN BASIS NOTES TYPE CFM MBH EAT EWT LWT GPM WPD HP RPM ELECT. MANUF. MODEL UH -1 HORIZONTAL 500 14.0 60' 180' 160' 1.4 0.05 1/3 1550 120-1-60 TRANE CO. UHS18 1 PROPELLER 3. PROVIDE INSULATED PLENUM, ADJUSTABLE TONGS AND FACE OPERATED DAMPER. AIR DEVICE SCHEDULE DESIGN BASIS MANUF. MODEL PLANS PLANS PLANS PLANS PLANS PLANS REFER TO 0-100 <20 0.08 600 12 x 12 6"0 PRICE SPD 1 REFER TO 101-210 <20 0.15 600 12 x 12 80$0 PRICE SPD 1 ER2 PLANS LD1 REFER TO 0-200 <20 0.10 600 24 x 4 6"� PRICE SDB75 3 PLANS 2 -SLOT NOTES: 1. PROVIDE RADIAL DAMPER AND PLASTER FRAME WITH OPTIONAL SHEETMETAL PLASTER FRAME EXTENSION. 2. PROVIDE RADIAL DAMPER AND LAY -IN FRAME. COORDINATE 24"x24" DIFFUSER MOUNTING OPTIONS WITH G.C. ELECTRIC UNIT HEATER SCHEDULE CAPACITY ELECTRICAL DATA DESIGN BASIS CFM BTU KW VOLTS Ph. Hz. AMPS .MANUF. MODEL NOTES SERVED 1 1 NOTES: Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 VAV TERMINAL UNITS PRIMARY AIR HEATING COIL DESIGN BASIS TAG SERVICE NOTES MAX MIN EAT LAT APD EWT LWT WPD MODEL CFM CFM MBH GPM FLUID TYPE .F °F IN WG 'F °F FT MANUF. VAV-1 TREATMENT 2 200 100 6.5 0.75 WATER 50 110 0.1 180 160 0.8 TRANE VCWF05 1, 2 HYDRONIC SPECIALITIES SCHEDULE CAPACITY DESIGN BASIS VAV-2 TREATMENT 1 200 100 6.5 0.75 WATER 50 110 0.1 180 160 0.8 TRANE VCWF05 1, 2 TAG DESCRIPTION SERVICE TOTAL ACCEPT. MANUF. MODEL NOTES VAV-3 MAIN INTERIOR 1025 600 27.0 2.75 WATER 50 100 0.1 180 160 3.7 TRANE VCWF12 1, 2 ET1 EXPANSION HOT WATER 4 2.5 TACO CX15-125 VAV-4 EAST EXTERIOR 1050 700 27.0 2.75 WATER 50 100 0.1 180 160 3.7 TRANE VCWF12 1, 2 SEPARATOR SYSTEM VAV-5 WEST EXTERIOR 525 300 13.0 1.50 WATER 50 95 0.1 180 160 3.3 TRANE VCWF08 1, 2 VAV-6 WAITING AREA 625 300 14.0 1.50 WATER 50 95 0.1 180 160 4.1 TRANE VCWF08 1, 2 VAV-7 ADMINISTRATION 825 400 24.0 2.5 WATER 50 105 0.1 180 160 3.0 TRANE VCWF12 1, 2 TAG TYPE SIZE FREE AREA CAPACITY DESIGN BASIS NOTES NOTES: 1. PROVIDE COMPLETE WITH HOT WATER HEATING COIL, 22 GA. GALVANIZED STEEL CASTING WITH 1" INSULATION, ELECTRONIC ACTUATOR AND CONTROLS INCLUDING 24V TRANSFORMER. 2. BUILDING CONTROL SYSTEM BY UNIT MANUFACTURER. FAN SCHEDULE FAN MOTOR DESIGN BASIS TAG LOCATION AREA TYPE TOTAL EX SP MAX NOTES SERVED CFM IN WG RPM HP ELECT. MANUF. MODEL EF -1 MECH RM. AHU-1 INLINE 4,000 0.75 1,725 1.0 208/1/60 GREENHECK SQ -160 -VG 1, 2 TAG TYPE CFM NC MAX MAX PANEL NECK RANGE LEVEL PD. VEL. SIZE SIZE NOTES EF -2 MECH RM. STAFF INLINE 475 0.5 1,725 1/3 120/1/60 FANTECH FG -12 TOILET 4, 5 EF -3 ATTIC PATIENT INLINE 490 0.5 1,725 1/3 120/1/60 FANTECH FG -12 TOILET 4, 5 EF -4 ATTIC WAITING INLINE 200 0.5 1,725 1/4 120/1/60 FANTECH FG -8 4, 5 REFER TO TOILET NOTES 1. PROVIDE WITH DISCONNECT SWITCH AND REMOTE THERMOSTAT. DUCTLESS SPLIT AIR CONDITIONER SCHEDULE TAG SERVES TYPE INDOOR UNIT OUTDOOR CONDENSING UNIT DESIGN BASIS NOTES EUH-1 BATHROOMS WALL 75 1,750 0.5 115 1.0 60 4.2 KING W2010 TAG AREA FAN DATA COOLING CAPACITY ELECTRICAL CONDENSER FAN ELECTRICAL DATA CFM ESP TOTAL MBH EAT EAT (•F DB) ('F we) MCA MOP V/Ph/Hz TAG TYPE MCA MOP V/Ph/Hz MANUF. MODEL EUH-2 VESTIBULES CEILING 185 7,650 2.2 208 1.0 60 10.8 KING LPW2040C AC -1 IT CLOSET 240 - 9.0 80 67 1.0 15.0 208/1/60 ACCU-3 DIRECT 9.0 15.0 208/1/60 TRANE 4MYW1609 1 4TYK 1609 1. PROVIDE WITH INTEGRAL FACTORY INSTALLED THERMOSTAT AND WALL CAN FOR RECESSED INSTALLATION. NOTES 1. PROVIDE WIRED CONTROLLER AND CONDENSER LOW AMBIENT KIT. ' B1 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 B2 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 NOTES: 1. BOILER ACCESSORIES TO INCLUDE LOW WATER CUTOFF, RELIEF VALVES, DRAIN VALVES, AND CONDENSATE NEUTRALIZER KIT. PUMP P1 INLINE PRIMARY 15 35' 66% 1760 2/3 115-1-60 TACO VR15 1 ACCO -1 &2 7.5 95.0 1 1.0 PROP 2 R410A 208 3 60 TRANE CO. TTA090 1, 2 P2 INLINE BOILER 23 5' 66% 1760 1/25 115-1-60 TACO 0011 - NOTES: P3 INLINE WATER 28 25' 49% 1760 1/2 115-1-60 TACO 1915 2, 3, 4 HOT WATER CIRCULATOR HEATER NOTES: 1. PROVIDE MANUFACTURER'S CONTROLLER AND ALL NECESSARY EQUIPMENT FOR VARIABLE FLOW BY CONSTANT PRESSURE CONTROL. 2. TWO WATER HEATERS AQUASTAT CONTROL. 3. PROVIDE MOTOR STARTER WITH BAS CONTROL CONNECTION TO EACH BOILER. 4. LEAD LAG CONTROL WILL BE OBTAINED THROUGH EACH BOILER CONTROL OF PUMPS P3 WITH PRIORITIZATION CONTROL. VOLUME VOLUME - TANK SYSTEM AS AIR HOT WATER _ _ TACO 49-200 - LOUVER SCHEDULE LENGTH HEIGHT DEPTH SQUARE FEET CFM PD MANUF. MODEL L01 STATIONARY 48" 42" 6" 7.13 4,500 0.06 GREENHECK ESD -603 1 L02 STATIONARY 48" 30" 6" 4.69 3,875 0.12 GREENHECK ESD -603 1 NOTES: 1. PROVIDE WITH FLUSH FRAME, ALUMINUM BIRDSCREEN, AND BAKED ENAMEL PAINT IN ARCHITECTS CHOICE OF COLOR. SD1 REFER TO 0-100 <20 0.08 600 12 x 12 60'0 PRICE SPD 1 SD2 REFER TO 101-175 <20 0.10 600 12 x 12 8"0 PRICE SPD 1 SD3 PLANS 176-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 EF -5 MECH RM. MECH RM. INLINE 600 0.2 1,725 1/3 120/1/60 FANTECH FG -12 3 RR1 REFER TO 0-100 <20 0.02 600 12 x 12 6"0 PRICE SPD 1 NOTES RR2 REFER TO 101-175 <20 0.02 600 12 x 12 8"0 PRICE SPD 1 1. PROVIDE WITH SPRING VIBRATION ISOLATION, DISCONNECT SWITCH AND EC MOTOR. 2. EC MOTOR TO ACCEPT 0-10 VDC SIGNAL FROM BUILDING CONTROLS FOR ECONOMIZER OPERATION. RR3 REFER TO 175-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 3. PROVIDE REMOTE THERMOSTAT CONTROL. RR4 REFER TO 326-470 <20 0.10 600 24 x 24 12"0 PRICE SPD 2 4. PROVIDE MOTOR STARTER FOR BUILDING MANAGEMENT SYSTEM TO CONNECT TO AND HAVE ON/OFF CONTROL AND STATUS. 5. PROVIDE BACKDRAFT DAMPER. ER1 PLANS UNIT HEATER SCHEDULE - HOT WATER TAG CABINET CAPACITY HOT WATER MOTOR DESIGN BASIS NOTES TYPE CFM MBH EAT EWT LWT GPM WPD HP RPM ELECT. MANUF. MODEL UH -1 HORIZONTAL 500 14.0 60' 180' 160' 1.4 0.05 1/3 1550 120-1-60 TRANE CO. UHS18 1 PROPELLER 3. PROVIDE INSULATED PLENUM, ADJUSTABLE TONGS AND FACE OPERATED DAMPER. AIR DEVICE SCHEDULE DESIGN BASIS MANUF. MODEL PLANS PLANS PLANS PLANS PLANS PLANS REFER TO 0-100 <20 0.08 600 12 x 12 6"0 PRICE SPD 1 REFER TO 101-210 <20 0.15 600 12 x 12 80$0 PRICE SPD 1 ER2 PLANS LD1 REFER TO 0-200 <20 0.10 600 24 x 4 6"� PRICE SDB75 3 PLANS 2 -SLOT NOTES: 1. PROVIDE RADIAL DAMPER AND PLASTER FRAME WITH OPTIONAL SHEETMETAL PLASTER FRAME EXTENSION. 2. PROVIDE RADIAL DAMPER AND LAY -IN FRAME. COORDINATE 24"x24" DIFFUSER MOUNTING OPTIONS WITH G.C. ELECTRIC UNIT HEATER SCHEDULE CAPACITY ELECTRICAL DATA DESIGN BASIS CFM BTU KW VOLTS Ph. Hz. AMPS .MANUF. MODEL NOTES SERVED 1 1 NOTES: Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 FAN SCHEDULE FAN MOTOR DESIGN BASIS TAG LOCATION AREA TYPE TOTAL EX SP MAX NOTES SERVED CFM IN WG RPM HP ELECT. MANUF. MODEL EF -1 MECH RM. AHU-1 INLINE 4,000 0.75 1,725 1.0 208/1/60 GREENHECK SQ -160 -VG 1, 2 TAG TYPE CFM NC MAX MAX PANEL NECK RANGE LEVEL PD. VEL. SIZE SIZE NOTES EF -2 MECH RM. STAFF INLINE 475 0.5 1,725 1/3 120/1/60 FANTECH FG -12 TOILET 4, 5 EF -3 ATTIC PATIENT INLINE 490 0.5 1,725 1/3 120/1/60 FANTECH FG -12 TOILET 4, 5 EF -4 ATTIC WAITING INLINE 200 0.5 1,725 1/4 120/1/60 FANTECH FG -8 4, 5 REFER TO TOILET NOTES 1. PROVIDE WITH DISCONNECT SWITCH AND REMOTE THERMOSTAT. DUCTLESS SPLIT AIR CONDITIONER SCHEDULE TAG SERVES TYPE INDOOR UNIT OUTDOOR CONDENSING UNIT DESIGN BASIS NOTES EUH-1 BATHROOMS WALL 75 1,750 0.5 115 1.0 60 4.2 KING W2010 TAG AREA FAN DATA COOLING CAPACITY ELECTRICAL CONDENSER FAN ELECTRICAL DATA CFM ESP TOTAL MBH EAT EAT (•F DB) ('F we) MCA MOP V/Ph/Hz TAG TYPE MCA MOP V/Ph/Hz MANUF. MODEL EUH-2 VESTIBULES CEILING 185 7,650 2.2 208 1.0 60 10.8 KING LPW2040C AC -1 IT CLOSET 240 - 9.0 80 67 1.0 15.0 208/1/60 ACCU-3 DIRECT 9.0 15.0 208/1/60 TRANE 4MYW1609 1 4TYK 1609 1. PROVIDE WITH INTEGRAL FACTORY INSTALLED THERMOSTAT AND WALL CAN FOR RECESSED INSTALLATION. NOTES 1. PROVIDE WIRED CONTROLLER AND CONDENSER LOW AMBIENT KIT. ' B1 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 B2 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 NOTES: 1. BOILER ACCESSORIES TO INCLUDE LOW WATER CUTOFF, RELIEF VALVES, DRAIN VALVES, AND CONDENSATE NEUTRALIZER KIT. PUMP P1 INLINE PRIMARY 15 35' 66% 1760 2/3 115-1-60 TACO VR15 1 ACCO -1 &2 7.5 95.0 1 1.0 PROP 2 R410A 208 3 60 TRANE CO. TTA090 1, 2 P2 INLINE BOILER 23 5' 66% 1760 1/25 115-1-60 TACO 0011 - NOTES: P3 INLINE WATER 28 25' 49% 1760 1/2 115-1-60 TACO 1915 2, 3, 4 HOT WATER CIRCULATOR HEATER NOTES: 1. PROVIDE MANUFACTURER'S CONTROLLER AND ALL NECESSARY EQUIPMENT FOR VARIABLE FLOW BY CONSTANT PRESSURE CONTROL. 2. TWO WATER HEATERS AQUASTAT CONTROL. 3. PROVIDE MOTOR STARTER WITH BAS CONTROL CONNECTION TO EACH BOILER. 4. LEAD LAG CONTROL WILL BE OBTAINED THROUGH EACH BOILER CONTROL OF PUMPS P3 WITH PRIORITIZATION CONTROL. VOLUME VOLUME - TANK SYSTEM AS AIR HOT WATER _ _ TACO 49-200 - LOUVER SCHEDULE LENGTH HEIGHT DEPTH SQUARE FEET CFM PD MANUF. MODEL L01 STATIONARY 48" 42" 6" 7.13 4,500 0.06 GREENHECK ESD -603 1 L02 STATIONARY 48" 30" 6" 4.69 3,875 0.12 GREENHECK ESD -603 1 NOTES: 1. PROVIDE WITH FLUSH FRAME, ALUMINUM BIRDSCREEN, AND BAKED ENAMEL PAINT IN ARCHITECTS CHOICE OF COLOR. SD1 REFER TO 0-100 <20 0.08 600 12 x 12 60'0 PRICE SPD 1 SD2 REFER TO 101-175 <20 0.10 600 12 x 12 8"0 PRICE SPD 1 SD3 PLANS 176-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 EF -5 MECH RM. MECH RM. INLINE 600 0.2 1,725 1/3 120/1/60 FANTECH FG -12 3 RR1 REFER TO 0-100 <20 0.02 600 12 x 12 6"0 PRICE SPD 1 NOTES RR2 REFER TO 101-175 <20 0.02 600 12 x 12 8"0 PRICE SPD 1 1. PROVIDE WITH SPRING VIBRATION ISOLATION, DISCONNECT SWITCH AND EC MOTOR. 2. EC MOTOR TO ACCEPT 0-10 VDC SIGNAL FROM BUILDING CONTROLS FOR ECONOMIZER OPERATION. RR3 REFER TO 175-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 3. PROVIDE REMOTE THERMOSTAT CONTROL. RR4 REFER TO 326-470 <20 0.10 600 24 x 24 12"0 PRICE SPD 2 4. PROVIDE MOTOR STARTER FOR BUILDING MANAGEMENT SYSTEM TO CONNECT TO AND HAVE ON/OFF CONTROL AND STATUS. 5. PROVIDE BACKDRAFT DAMPER. ER1 PLANS UNIT HEATER SCHEDULE - HOT WATER TAG CABINET CAPACITY HOT WATER MOTOR DESIGN BASIS NOTES TYPE CFM MBH EAT EWT LWT GPM WPD HP RPM ELECT. MANUF. MODEL UH -1 HORIZONTAL 500 14.0 60' 180' 160' 1.4 0.05 1/3 1550 120-1-60 TRANE CO. UHS18 1 PROPELLER 3. PROVIDE INSULATED PLENUM, ADJUSTABLE TONGS AND FACE OPERATED DAMPER. AIR DEVICE SCHEDULE DESIGN BASIS MANUF. MODEL PLANS PLANS PLANS PLANS PLANS PLANS REFER TO 0-100 <20 0.08 600 12 x 12 6"0 PRICE SPD 1 REFER TO 101-210 <20 0.15 600 12 x 12 80$0 PRICE SPD 1 ER2 PLANS LD1 REFER TO 0-200 <20 0.10 600 24 x 4 6"� PRICE SDB75 3 PLANS 2 -SLOT NOTES: 1. PROVIDE RADIAL DAMPER AND PLASTER FRAME WITH OPTIONAL SHEETMETAL PLASTER FRAME EXTENSION. 2. PROVIDE RADIAL DAMPER AND LAY -IN FRAME. COORDINATE 24"x24" DIFFUSER MOUNTING OPTIONS WITH G.C. ELECTRIC UNIT HEATER SCHEDULE CAPACITY ELECTRICAL DATA DESIGN BASIS CFM BTU KW VOLTS Ph. Hz. AMPS .MANUF. MODEL NOTES SERVED 1 1 NOTES: Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 NOTES 1. PROVIDE WITH DISCONNECT SWITCH AND REMOTE THERMOSTAT. DUCTLESS SPLIT AIR CONDITIONER SCHEDULE TAG SERVES TYPE INDOOR UNIT OUTDOOR CONDENSING UNIT DESIGN BASIS NOTES EUH-1 BATHROOMS WALL 75 1,750 0.5 115 1.0 60 4.2 KING W2010 TAG AREA FAN DATA COOLING CAPACITY ELECTRICAL CONDENSER FAN ELECTRICAL DATA CFM ESP TOTAL MBH EAT EAT (•F DB) ('F we) MCA MOP V/Ph/Hz TAG TYPE MCA MOP V/Ph/Hz MANUF. MODEL EUH-2 VESTIBULES CEILING 185 7,650 2.2 208 1.0 60 10.8 KING LPW2040C AC -1 IT CLOSET 240 - 9.0 80 67 1.0 15.0 208/1/60 ACCU-3 DIRECT 9.0 15.0 208/1/60 TRANE 4MYW1609 1 4TYK 1609 1. PROVIDE WITH INTEGRAL FACTORY INSTALLED THERMOSTAT AND WALL CAN FOR RECESSED INSTALLATION. NOTES 1. PROVIDE WIRED CONTROLLER AND CONDENSER LOW AMBIENT KIT. ' B1 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 B2 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 NOTES: 1. BOILER ACCESSORIES TO INCLUDE LOW WATER CUTOFF, RELIEF VALVES, DRAIN VALVES, AND CONDENSATE NEUTRALIZER KIT. PUMP P1 INLINE PRIMARY 15 35' 66% 1760 2/3 115-1-60 TACO VR15 1 ACCO -1 &2 7.5 95.0 1 1.0 PROP 2 R410A 208 3 60 TRANE CO. TTA090 1, 2 P2 INLINE BOILER 23 5' 66% 1760 1/25 115-1-60 TACO 0011 - NOTES: P3 INLINE WATER 28 25' 49% 1760 1/2 115-1-60 TACO 1915 2, 3, 4 HOT WATER CIRCULATOR HEATER NOTES: 1. PROVIDE MANUFACTURER'S CONTROLLER AND ALL NECESSARY EQUIPMENT FOR VARIABLE FLOW BY CONSTANT PRESSURE CONTROL. 2. TWO WATER HEATERS AQUASTAT CONTROL. 3. PROVIDE MOTOR STARTER WITH BAS CONTROL CONNECTION TO EACH BOILER. 4. LEAD LAG CONTROL WILL BE OBTAINED THROUGH EACH BOILER CONTROL OF PUMPS P3 WITH PRIORITIZATION CONTROL. VOLUME VOLUME - TANK SYSTEM AS AIR HOT WATER _ _ TACO 49-200 - LOUVER SCHEDULE LENGTH HEIGHT DEPTH SQUARE FEET CFM PD MANUF. MODEL L01 STATIONARY 48" 42" 6" 7.13 4,500 0.06 GREENHECK ESD -603 1 L02 STATIONARY 48" 30" 6" 4.69 3,875 0.12 GREENHECK ESD -603 1 NOTES: 1. PROVIDE WITH FLUSH FRAME, ALUMINUM BIRDSCREEN, AND BAKED ENAMEL PAINT IN ARCHITECTS CHOICE OF COLOR. SD1 REFER TO 0-100 <20 0.08 600 12 x 12 60'0 PRICE SPD 1 SD2 REFER TO 101-175 <20 0.10 600 12 x 12 8"0 PRICE SPD 1 SD3 PLANS 176-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 EF -5 MECH RM. MECH RM. INLINE 600 0.2 1,725 1/3 120/1/60 FANTECH FG -12 3 RR1 REFER TO 0-100 <20 0.02 600 12 x 12 6"0 PRICE SPD 1 NOTES RR2 REFER TO 101-175 <20 0.02 600 12 x 12 8"0 PRICE SPD 1 1. PROVIDE WITH SPRING VIBRATION ISOLATION, DISCONNECT SWITCH AND EC MOTOR. 2. EC MOTOR TO ACCEPT 0-10 VDC SIGNAL FROM BUILDING CONTROLS FOR ECONOMIZER OPERATION. RR3 REFER TO 175-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 3. PROVIDE REMOTE THERMOSTAT CONTROL. RR4 REFER TO 326-470 <20 0.10 600 24 x 24 12"0 PRICE SPD 2 4. PROVIDE MOTOR STARTER FOR BUILDING MANAGEMENT SYSTEM TO CONNECT TO AND HAVE ON/OFF CONTROL AND STATUS. 5. PROVIDE BACKDRAFT DAMPER. ER1 PLANS UNIT HEATER SCHEDULE - HOT WATER TAG CABINET CAPACITY HOT WATER MOTOR DESIGN BASIS NOTES TYPE CFM MBH EAT EWT LWT GPM WPD HP RPM ELECT. MANUF. MODEL UH -1 HORIZONTAL 500 14.0 60' 180' 160' 1.4 0.05 1/3 1550 120-1-60 TRANE CO. UHS18 1 PROPELLER 3. PROVIDE INSULATED PLENUM, ADJUSTABLE TONGS AND FACE OPERATED DAMPER. AIR DEVICE SCHEDULE DESIGN BASIS MANUF. MODEL PLANS PLANS PLANS PLANS PLANS PLANS REFER TO 0-100 <20 0.08 600 12 x 12 6"0 PRICE SPD 1 REFER TO 101-210 <20 0.15 600 12 x 12 80$0 PRICE SPD 1 ER2 PLANS LD1 REFER TO 0-200 <20 0.10 600 24 x 4 6"� PRICE SDB75 3 PLANS 2 -SLOT NOTES: 1. PROVIDE RADIAL DAMPER AND PLASTER FRAME WITH OPTIONAL SHEETMETAL PLASTER FRAME EXTENSION. 2. PROVIDE RADIAL DAMPER AND LAY -IN FRAME. COORDINATE 24"x24" DIFFUSER MOUNTING OPTIONS WITH G.C. ELECTRIC UNIT HEATER SCHEDULE CAPACITY ELECTRICAL DATA DESIGN BASIS CFM BTU KW VOLTS Ph. Hz. AMPS .MANUF. MODEL NOTES SERVED 1 1 NOTES: Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 DUCTLESS SPLIT AIR CONDITIONER SCHEDULE TAG SERVES TYPE INDOOR UNIT OUTDOOR CONDENSING UNIT DESIGN BASIS NOTES EUH-1 BATHROOMS WALL 75 1,750 0.5 115 1.0 60 4.2 KING W2010 TAG AREA FAN DATA COOLING CAPACITY ELECTRICAL CONDENSER FAN ELECTRICAL DATA CFM ESP TOTAL MBH EAT EAT (•F DB) ('F we) MCA MOP V/Ph/Hz TAG TYPE MCA MOP V/Ph/Hz MANUF. MODEL EUH-2 VESTIBULES CEILING 185 7,650 2.2 208 1.0 60 10.8 KING LPW2040C AC -1 IT CLOSET 240 - 9.0 80 67 1.0 15.0 208/1/60 ACCU-3 DIRECT 9.0 15.0 208/1/60 TRANE 4MYW1609 1 4TYK 1609 1. PROVIDE WITH INTEGRAL FACTORY INSTALLED THERMOSTAT AND WALL CAN FOR RECESSED INSTALLATION. NOTES 1. PROVIDE WIRED CONTROLLER AND CONDENSER LOW AMBIENT KIT. ' B1 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 B2 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 NOTES: 1. BOILER ACCESSORIES TO INCLUDE LOW WATER CUTOFF, RELIEF VALVES, DRAIN VALVES, AND CONDENSATE NEUTRALIZER KIT. PUMP P1 INLINE PRIMARY 15 35' 66% 1760 2/3 115-1-60 TACO VR15 1 ACCO -1 &2 7.5 95.0 1 1.0 PROP 2 R410A 208 3 60 TRANE CO. TTA090 1, 2 P2 INLINE BOILER 23 5' 66% 1760 1/25 115-1-60 TACO 0011 - NOTES: P3 INLINE WATER 28 25' 49% 1760 1/2 115-1-60 TACO 1915 2, 3, 4 HOT WATER CIRCULATOR HEATER NOTES: 1. PROVIDE MANUFACTURER'S CONTROLLER AND ALL NECESSARY EQUIPMENT FOR VARIABLE FLOW BY CONSTANT PRESSURE CONTROL. 2. TWO WATER HEATERS AQUASTAT CONTROL. 3. PROVIDE MOTOR STARTER WITH BAS CONTROL CONNECTION TO EACH BOILER. 4. LEAD LAG CONTROL WILL BE OBTAINED THROUGH EACH BOILER CONTROL OF PUMPS P3 WITH PRIORITIZATION CONTROL. VOLUME VOLUME - TANK SYSTEM AS AIR HOT WATER _ _ TACO 49-200 - LOUVER SCHEDULE LENGTH HEIGHT DEPTH SQUARE FEET CFM PD MANUF. MODEL L01 STATIONARY 48" 42" 6" 7.13 4,500 0.06 GREENHECK ESD -603 1 L02 STATIONARY 48" 30" 6" 4.69 3,875 0.12 GREENHECK ESD -603 1 NOTES: 1. PROVIDE WITH FLUSH FRAME, ALUMINUM BIRDSCREEN, AND BAKED ENAMEL PAINT IN ARCHITECTS CHOICE OF COLOR. SD1 REFER TO 0-100 <20 0.08 600 12 x 12 60'0 PRICE SPD 1 SD2 REFER TO 101-175 <20 0.10 600 12 x 12 8"0 PRICE SPD 1 SD3 PLANS 176-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 EF -5 MECH RM. MECH RM. INLINE 600 0.2 1,725 1/3 120/1/60 FANTECH FG -12 3 RR1 REFER TO 0-100 <20 0.02 600 12 x 12 6"0 PRICE SPD 1 NOTES RR2 REFER TO 101-175 <20 0.02 600 12 x 12 8"0 PRICE SPD 1 1. PROVIDE WITH SPRING VIBRATION ISOLATION, DISCONNECT SWITCH AND EC MOTOR. 2. EC MOTOR TO ACCEPT 0-10 VDC SIGNAL FROM BUILDING CONTROLS FOR ECONOMIZER OPERATION. RR3 REFER TO 175-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 3. PROVIDE REMOTE THERMOSTAT CONTROL. RR4 REFER TO 326-470 <20 0.10 600 24 x 24 12"0 PRICE SPD 2 4. PROVIDE MOTOR STARTER FOR BUILDING MANAGEMENT SYSTEM TO CONNECT TO AND HAVE ON/OFF CONTROL AND STATUS. 5. PROVIDE BACKDRAFT DAMPER. ER1 PLANS UNIT HEATER SCHEDULE - HOT WATER TAG CABINET CAPACITY HOT WATER MOTOR DESIGN BASIS NOTES TYPE CFM MBH EAT EWT LWT GPM WPD HP RPM ELECT. MANUF. MODEL UH -1 HORIZONTAL 500 14.0 60' 180' 160' 1.4 0.05 1/3 1550 120-1-60 TRANE CO. UHS18 1 PROPELLER 3. PROVIDE INSULATED PLENUM, ADJUSTABLE TONGS AND FACE OPERATED DAMPER. AIR DEVICE SCHEDULE DESIGN BASIS MANUF. MODEL PLANS PLANS PLANS PLANS PLANS PLANS REFER TO 0-100 <20 0.08 600 12 x 12 6"0 PRICE SPD 1 REFER TO 101-210 <20 0.15 600 12 x 12 80$0 PRICE SPD 1 ER2 PLANS LD1 REFER TO 0-200 <20 0.10 600 24 x 4 6"� PRICE SDB75 3 PLANS 2 -SLOT NOTES: 1. PROVIDE RADIAL DAMPER AND PLASTER FRAME WITH OPTIONAL SHEETMETAL PLASTER FRAME EXTENSION. 2. PROVIDE RADIAL DAMPER AND LAY -IN FRAME. COORDINATE 24"x24" DIFFUSER MOUNTING OPTIONS WITH G.C. ELECTRIC UNIT HEATER SCHEDULE CAPACITY ELECTRICAL DATA DESIGN BASIS CFM BTU KW VOLTS Ph. Hz. AMPS .MANUF. MODEL NOTES SERVED 1 1 NOTES: Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 ' B1 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 B2 285 229 160 180 23 120 1 60 2.0 LOCHINVAR WH -285 1 NOTES: 1. BOILER ACCESSORIES TO INCLUDE LOW WATER CUTOFF, RELIEF VALVES, DRAIN VALVES, AND CONDENSATE NEUTRALIZER KIT. PUMP P1 INLINE PRIMARY 15 35' 66% 1760 2/3 115-1-60 TACO VR15 1 ACCO -1 &2 7.5 95.0 1 1.0 PROP 2 R410A 208 3 60 TRANE CO. TTA090 1, 2 P2 INLINE BOILER 23 5' 66% 1760 1/25 115-1-60 TACO 0011 - NOTES: P3 INLINE WATER 28 25' 49% 1760 1/2 115-1-60 TACO 1915 2, 3, 4 HOT WATER CIRCULATOR HEATER NOTES: 1. PROVIDE MANUFACTURER'S CONTROLLER AND ALL NECESSARY EQUIPMENT FOR VARIABLE FLOW BY CONSTANT PRESSURE CONTROL. 2. TWO WATER HEATERS AQUASTAT CONTROL. 3. PROVIDE MOTOR STARTER WITH BAS CONTROL CONNECTION TO EACH BOILER. 4. LEAD LAG CONTROL WILL BE OBTAINED THROUGH EACH BOILER CONTROL OF PUMPS P3 WITH PRIORITIZATION CONTROL. VOLUME VOLUME - TANK SYSTEM AS AIR HOT WATER _ _ TACO 49-200 - LOUVER SCHEDULE LENGTH HEIGHT DEPTH SQUARE FEET CFM PD MANUF. MODEL L01 STATIONARY 48" 42" 6" 7.13 4,500 0.06 GREENHECK ESD -603 1 L02 STATIONARY 48" 30" 6" 4.69 3,875 0.12 GREENHECK ESD -603 1 NOTES: 1. PROVIDE WITH FLUSH FRAME, ALUMINUM BIRDSCREEN, AND BAKED ENAMEL PAINT IN ARCHITECTS CHOICE OF COLOR. SD1 REFER TO 0-100 <20 0.08 600 12 x 12 60'0 PRICE SPD 1 SD2 REFER TO 101-175 <20 0.10 600 12 x 12 8"0 PRICE SPD 1 SD3 PLANS 176-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 EF -5 MECH RM. MECH RM. INLINE 600 0.2 1,725 1/3 120/1/60 FANTECH FG -12 3 RR1 REFER TO 0-100 <20 0.02 600 12 x 12 6"0 PRICE SPD 1 NOTES RR2 REFER TO 101-175 <20 0.02 600 12 x 12 8"0 PRICE SPD 1 1. PROVIDE WITH SPRING VIBRATION ISOLATION, DISCONNECT SWITCH AND EC MOTOR. 2. EC MOTOR TO ACCEPT 0-10 VDC SIGNAL FROM BUILDING CONTROLS FOR ECONOMIZER OPERATION. RR3 REFER TO 175-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 3. PROVIDE REMOTE THERMOSTAT CONTROL. RR4 REFER TO 326-470 <20 0.10 600 24 x 24 12"0 PRICE SPD 2 4. PROVIDE MOTOR STARTER FOR BUILDING MANAGEMENT SYSTEM TO CONNECT TO AND HAVE ON/OFF CONTROL AND STATUS. 5. PROVIDE BACKDRAFT DAMPER. ER1 PLANS UNIT HEATER SCHEDULE - HOT WATER TAG CABINET CAPACITY HOT WATER MOTOR DESIGN BASIS NOTES TYPE CFM MBH EAT EWT LWT GPM WPD HP RPM ELECT. MANUF. MODEL UH -1 HORIZONTAL 500 14.0 60' 180' 160' 1.4 0.05 1/3 1550 120-1-60 TRANE CO. UHS18 1 PROPELLER 3. PROVIDE INSULATED PLENUM, ADJUSTABLE TONGS AND FACE OPERATED DAMPER. AIR DEVICE SCHEDULE DESIGN BASIS MANUF. MODEL PLANS PLANS PLANS PLANS PLANS PLANS REFER TO 0-100 <20 0.08 600 12 x 12 6"0 PRICE SPD 1 REFER TO 101-210 <20 0.15 600 12 x 12 80$0 PRICE SPD 1 ER2 PLANS LD1 REFER TO 0-200 <20 0.10 600 24 x 4 6"� PRICE SDB75 3 PLANS 2 -SLOT NOTES: 1. PROVIDE RADIAL DAMPER AND PLASTER FRAME WITH OPTIONAL SHEETMETAL PLASTER FRAME EXTENSION. 2. PROVIDE RADIAL DAMPER AND LAY -IN FRAME. COORDINATE 24"x24" DIFFUSER MOUNTING OPTIONS WITH G.C. ELECTRIC UNIT HEATER SCHEDULE CAPACITY ELECTRICAL DATA DESIGN BASIS CFM BTU KW VOLTS Ph. Hz. AMPS .MANUF. MODEL NOTES SERVED 1 1 NOTES: Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 PUMP P1 INLINE PRIMARY 15 35' 66% 1760 2/3 115-1-60 TACO VR15 1 ACCO -1 &2 7.5 95.0 1 1.0 PROP 2 R410A 208 3 60 TRANE CO. TTA090 1, 2 P2 INLINE BOILER 23 5' 66% 1760 1/25 115-1-60 TACO 0011 - NOTES: P3 INLINE WATER 28 25' 49% 1760 1/2 115-1-60 TACO 1915 2, 3, 4 HOT WATER CIRCULATOR HEATER NOTES: 1. PROVIDE MANUFACTURER'S CONTROLLER AND ALL NECESSARY EQUIPMENT FOR VARIABLE FLOW BY CONSTANT PRESSURE CONTROL. 2. TWO WATER HEATERS AQUASTAT CONTROL. 3. PROVIDE MOTOR STARTER WITH BAS CONTROL CONNECTION TO EACH BOILER. 4. LEAD LAG CONTROL WILL BE OBTAINED THROUGH EACH BOILER CONTROL OF PUMPS P3 WITH PRIORITIZATION CONTROL. VOLUME VOLUME - TANK SYSTEM AS AIR HOT WATER _ _ TACO 49-200 - LOUVER SCHEDULE LENGTH HEIGHT DEPTH SQUARE FEET CFM PD MANUF. MODEL L01 STATIONARY 48" 42" 6" 7.13 4,500 0.06 GREENHECK ESD -603 1 L02 STATIONARY 48" 30" 6" 4.69 3,875 0.12 GREENHECK ESD -603 1 NOTES: 1. PROVIDE WITH FLUSH FRAME, ALUMINUM BIRDSCREEN, AND BAKED ENAMEL PAINT IN ARCHITECTS CHOICE OF COLOR. SD1 REFER TO 0-100 <20 0.08 600 12 x 12 60'0 PRICE SPD 1 SD2 REFER TO 101-175 <20 0.10 600 12 x 12 8"0 PRICE SPD 1 SD3 PLANS 176-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 EF -5 MECH RM. MECH RM. INLINE 600 0.2 1,725 1/3 120/1/60 FANTECH FG -12 3 RR1 REFER TO 0-100 <20 0.02 600 12 x 12 6"0 PRICE SPD 1 NOTES RR2 REFER TO 101-175 <20 0.02 600 12 x 12 8"0 PRICE SPD 1 1. PROVIDE WITH SPRING VIBRATION ISOLATION, DISCONNECT SWITCH AND EC MOTOR. 2. EC MOTOR TO ACCEPT 0-10 VDC SIGNAL FROM BUILDING CONTROLS FOR ECONOMIZER OPERATION. RR3 REFER TO 175-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 3. PROVIDE REMOTE THERMOSTAT CONTROL. RR4 REFER TO 326-470 <20 0.10 600 24 x 24 12"0 PRICE SPD 2 4. PROVIDE MOTOR STARTER FOR BUILDING MANAGEMENT SYSTEM TO CONNECT TO AND HAVE ON/OFF CONTROL AND STATUS. 5. PROVIDE BACKDRAFT DAMPER. ER1 PLANS UNIT HEATER SCHEDULE - HOT WATER TAG CABINET CAPACITY HOT WATER MOTOR DESIGN BASIS NOTES TYPE CFM MBH EAT EWT LWT GPM WPD HP RPM ELECT. MANUF. MODEL UH -1 HORIZONTAL 500 14.0 60' 180' 160' 1.4 0.05 1/3 1550 120-1-60 TRANE CO. UHS18 1 PROPELLER 3. PROVIDE INSULATED PLENUM, ADJUSTABLE TONGS AND FACE OPERATED DAMPER. AIR DEVICE SCHEDULE DESIGN BASIS MANUF. MODEL PLANS PLANS PLANS PLANS PLANS PLANS REFER TO 0-100 <20 0.08 600 12 x 12 6"0 PRICE SPD 1 REFER TO 101-210 <20 0.15 600 12 x 12 80$0 PRICE SPD 1 ER2 PLANS LD1 REFER TO 0-200 <20 0.10 600 24 x 4 6"� PRICE SDB75 3 PLANS 2 -SLOT NOTES: 1. PROVIDE RADIAL DAMPER AND PLASTER FRAME WITH OPTIONAL SHEETMETAL PLASTER FRAME EXTENSION. 2. PROVIDE RADIAL DAMPER AND LAY -IN FRAME. COORDINATE 24"x24" DIFFUSER MOUNTING OPTIONS WITH G.C. ELECTRIC UNIT HEATER SCHEDULE CAPACITY ELECTRICAL DATA DESIGN BASIS CFM BTU KW VOLTS Ph. Hz. AMPS .MANUF. MODEL NOTES SERVED 1 1 NOTES: Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 VOLUME VOLUME - TANK SYSTEM AS AIR HOT WATER _ _ TACO 49-200 - LOUVER SCHEDULE LENGTH HEIGHT DEPTH SQUARE FEET CFM PD MANUF. MODEL L01 STATIONARY 48" 42" 6" 7.13 4,500 0.06 GREENHECK ESD -603 1 L02 STATIONARY 48" 30" 6" 4.69 3,875 0.12 GREENHECK ESD -603 1 NOTES: 1. PROVIDE WITH FLUSH FRAME, ALUMINUM BIRDSCREEN, AND BAKED ENAMEL PAINT IN ARCHITECTS CHOICE OF COLOR. SD1 REFER TO 0-100 <20 0.08 600 12 x 12 60'0 PRICE SPD 1 SD2 REFER TO 101-175 <20 0.10 600 12 x 12 8"0 PRICE SPD 1 SD3 PLANS 176-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 EF -5 MECH RM. MECH RM. INLINE 600 0.2 1,725 1/3 120/1/60 FANTECH FG -12 3 RR1 REFER TO 0-100 <20 0.02 600 12 x 12 6"0 PRICE SPD 1 NOTES RR2 REFER TO 101-175 <20 0.02 600 12 x 12 8"0 PRICE SPD 1 1. PROVIDE WITH SPRING VIBRATION ISOLATION, DISCONNECT SWITCH AND EC MOTOR. 2. EC MOTOR TO ACCEPT 0-10 VDC SIGNAL FROM BUILDING CONTROLS FOR ECONOMIZER OPERATION. RR3 REFER TO 175-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 3. PROVIDE REMOTE THERMOSTAT CONTROL. RR4 REFER TO 326-470 <20 0.10 600 24 x 24 12"0 PRICE SPD 2 4. PROVIDE MOTOR STARTER FOR BUILDING MANAGEMENT SYSTEM TO CONNECT TO AND HAVE ON/OFF CONTROL AND STATUS. 5. PROVIDE BACKDRAFT DAMPER. ER1 PLANS UNIT HEATER SCHEDULE - HOT WATER TAG CABINET CAPACITY HOT WATER MOTOR DESIGN BASIS NOTES TYPE CFM MBH EAT EWT LWT GPM WPD HP RPM ELECT. MANUF. MODEL UH -1 HORIZONTAL 500 14.0 60' 180' 160' 1.4 0.05 1/3 1550 120-1-60 TRANE CO. UHS18 1 PROPELLER 3. PROVIDE INSULATED PLENUM, ADJUSTABLE TONGS AND FACE OPERATED DAMPER. AIR DEVICE SCHEDULE DESIGN BASIS MANUF. MODEL PLANS PLANS PLANS PLANS PLANS PLANS REFER TO 0-100 <20 0.08 600 12 x 12 6"0 PRICE SPD 1 REFER TO 101-210 <20 0.15 600 12 x 12 80$0 PRICE SPD 1 ER2 PLANS LD1 REFER TO 0-200 <20 0.10 600 24 x 4 6"� PRICE SDB75 3 PLANS 2 -SLOT NOTES: 1. PROVIDE RADIAL DAMPER AND PLASTER FRAME WITH OPTIONAL SHEETMETAL PLASTER FRAME EXTENSION. 2. PROVIDE RADIAL DAMPER AND LAY -IN FRAME. COORDINATE 24"x24" DIFFUSER MOUNTING OPTIONS WITH G.C. ELECTRIC UNIT HEATER SCHEDULE CAPACITY ELECTRICAL DATA DESIGN BASIS CFM BTU KW VOLTS Ph. Hz. AMPS .MANUF. MODEL NOTES SERVED 1 1 NOTES: Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 LOUVER SCHEDULE LENGTH HEIGHT DEPTH SQUARE FEET CFM PD MANUF. MODEL L01 STATIONARY 48" 42" 6" 7.13 4,500 0.06 GREENHECK ESD -603 1 L02 STATIONARY 48" 30" 6" 4.69 3,875 0.12 GREENHECK ESD -603 1 NOTES: 1. PROVIDE WITH FLUSH FRAME, ALUMINUM BIRDSCREEN, AND BAKED ENAMEL PAINT IN ARCHITECTS CHOICE OF COLOR. SD1 REFER TO 0-100 <20 0.08 600 12 x 12 60'0 PRICE SPD 1 SD2 REFER TO 101-175 <20 0.10 600 12 x 12 8"0 PRICE SPD 1 SD3 PLANS 176-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 EF -5 MECH RM. MECH RM. INLINE 600 0.2 1,725 1/3 120/1/60 FANTECH FG -12 3 RR1 REFER TO 0-100 <20 0.02 600 12 x 12 6"0 PRICE SPD 1 NOTES RR2 REFER TO 101-175 <20 0.02 600 12 x 12 8"0 PRICE SPD 1 1. PROVIDE WITH SPRING VIBRATION ISOLATION, DISCONNECT SWITCH AND EC MOTOR. 2. EC MOTOR TO ACCEPT 0-10 VDC SIGNAL FROM BUILDING CONTROLS FOR ECONOMIZER OPERATION. RR3 REFER TO 175-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 3. PROVIDE REMOTE THERMOSTAT CONTROL. RR4 REFER TO 326-470 <20 0.10 600 24 x 24 12"0 PRICE SPD 2 4. PROVIDE MOTOR STARTER FOR BUILDING MANAGEMENT SYSTEM TO CONNECT TO AND HAVE ON/OFF CONTROL AND STATUS. 5. PROVIDE BACKDRAFT DAMPER. ER1 PLANS UNIT HEATER SCHEDULE - HOT WATER TAG CABINET CAPACITY HOT WATER MOTOR DESIGN BASIS NOTES TYPE CFM MBH EAT EWT LWT GPM WPD HP RPM ELECT. MANUF. MODEL UH -1 HORIZONTAL 500 14.0 60' 180' 160' 1.4 0.05 1/3 1550 120-1-60 TRANE CO. UHS18 1 PROPELLER 3. PROVIDE INSULATED PLENUM, ADJUSTABLE TONGS AND FACE OPERATED DAMPER. AIR DEVICE SCHEDULE DESIGN BASIS MANUF. MODEL PLANS PLANS PLANS PLANS PLANS PLANS REFER TO 0-100 <20 0.08 600 12 x 12 6"0 PRICE SPD 1 REFER TO 101-210 <20 0.15 600 12 x 12 80$0 PRICE SPD 1 ER2 PLANS LD1 REFER TO 0-200 <20 0.10 600 24 x 4 6"� PRICE SDB75 3 PLANS 2 -SLOT NOTES: 1. PROVIDE RADIAL DAMPER AND PLASTER FRAME WITH OPTIONAL SHEETMETAL PLASTER FRAME EXTENSION. 2. PROVIDE RADIAL DAMPER AND LAY -IN FRAME. COORDINATE 24"x24" DIFFUSER MOUNTING OPTIONS WITH G.C. ELECTRIC UNIT HEATER SCHEDULE CAPACITY ELECTRICAL DATA DESIGN BASIS CFM BTU KW VOLTS Ph. Hz. AMPS .MANUF. MODEL NOTES SERVED 1 1 NOTES: Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 SD1 REFER TO 0-100 <20 0.08 600 12 x 12 60'0 PRICE SPD 1 SD2 REFER TO 101-175 <20 0.10 600 12 x 12 8"0 PRICE SPD 1 SD3 PLANS 176-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 EF -5 MECH RM. MECH RM. INLINE 600 0.2 1,725 1/3 120/1/60 FANTECH FG -12 3 RR1 REFER TO 0-100 <20 0.02 600 12 x 12 6"0 PRICE SPD 1 NOTES RR2 REFER TO 101-175 <20 0.02 600 12 x 12 8"0 PRICE SPD 1 1. PROVIDE WITH SPRING VIBRATION ISOLATION, DISCONNECT SWITCH AND EC MOTOR. 2. EC MOTOR TO ACCEPT 0-10 VDC SIGNAL FROM BUILDING CONTROLS FOR ECONOMIZER OPERATION. RR3 REFER TO 175-325 <20 0.07 600 24 x 24 10"o PRICE SPD 2 3. PROVIDE REMOTE THERMOSTAT CONTROL. RR4 REFER TO 326-470 <20 0.10 600 24 x 24 12"0 PRICE SPD 2 4. PROVIDE MOTOR STARTER FOR BUILDING MANAGEMENT SYSTEM TO CONNECT TO AND HAVE ON/OFF CONTROL AND STATUS. 5. PROVIDE BACKDRAFT DAMPER. ER1 PLANS UNIT HEATER SCHEDULE - HOT WATER TAG CABINET CAPACITY HOT WATER MOTOR DESIGN BASIS NOTES TYPE CFM MBH EAT EWT LWT GPM WPD HP RPM ELECT. MANUF. MODEL UH -1 HORIZONTAL 500 14.0 60' 180' 160' 1.4 0.05 1/3 1550 120-1-60 TRANE CO. UHS18 1 PROPELLER 3. PROVIDE INSULATED PLENUM, ADJUSTABLE TONGS AND FACE OPERATED DAMPER. AIR DEVICE SCHEDULE DESIGN BASIS MANUF. MODEL PLANS PLANS PLANS PLANS PLANS PLANS REFER TO 0-100 <20 0.08 600 12 x 12 6"0 PRICE SPD 1 REFER TO 101-210 <20 0.15 600 12 x 12 80$0 PRICE SPD 1 ER2 PLANS LD1 REFER TO 0-200 <20 0.10 600 24 x 4 6"� PRICE SDB75 3 PLANS 2 -SLOT NOTES: 1. PROVIDE RADIAL DAMPER AND PLASTER FRAME WITH OPTIONAL SHEETMETAL PLASTER FRAME EXTENSION. 2. PROVIDE RADIAL DAMPER AND LAY -IN FRAME. COORDINATE 24"x24" DIFFUSER MOUNTING OPTIONS WITH G.C. ELECTRIC UNIT HEATER SCHEDULE CAPACITY ELECTRICAL DATA DESIGN BASIS CFM BTU KW VOLTS Ph. Hz. AMPS .MANUF. MODEL NOTES SERVED 1 1 NOTES: Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 ELECTRIC UNIT HEATER SCHEDULE CAPACITY ELECTRICAL DATA DESIGN BASIS CFM BTU KW VOLTS Ph. Hz. AMPS .MANUF. MODEL NOTES SERVED 1 1 NOTES: Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 Gary McCol Architect, P 3 Broad Street - 3rc Glens Falls, NY 12i tel. 518-792-0050 VISION Engine tB PE N.Y. 126Q9. wvtnrislar CONSTR UC4 PRINT JULY 1, 201 quality Service Sin FRIEDMAN FIST assoclATEs, I CONSULTING ENGIN 82 Aviation Aoa albeay, New York 1 TII. (518) 468-7a FAX (518) 468-7C aoefl�en8eh0 DATE: 7/1 / CHECKED TAH/SC[ PROJECT 1512 EXHAUST AIR OUTDOOR AIR U J J n U N U Q 0 0 U U T s_ 0 0 0 N C_ Q 0 U POWERED EXHAUST FAN EF -1 AHU-1 AIR HANDLER AND ECONOMIZER EXHAUST NO SCALE BUILDING AUTOMATION SYSTEM INTERFACE: THE BUILDING AUTOMATION SYSTEM (BAS) SHALL SEND THE CONTROLLER OCCUPIED BYPASS, PRE—COOL, OCCUPIED/UNOCCUPIED AND HEAT/COOL MODES. THE BAS SHALL ALSO SEND THE DISCHARGE AIR TEMPERATURE SETPOINT AND THE DUCT STATIC PRESSURE SETPOINT. IF COMMUNICATION IS LOST WITH THE BAS THE CONTROLLER SHALL OPERATE USING DEFAULT MODES AND SETPOINTS. OCCUPIED: DURING OCCUPIED PERIODS, THE SUPPLY FAN SHALL RUN CONTINUOUSLY AND THE OUTSIDE AIR DAMPER SHALL OPEN TO MAINTAIN MINIMUM VENTILATION REQUIREMENTS. THE DX COOLING SHALL STAGE TO MAINTAIN THE DISCHARGE AIR TEMPERATURE SETPOINT. IF ECONOMIZING IS ENABLED THE OUTSIDE AIR DAMPER SHALL MODULATE TO MAINTAIN THE DISCHARGE AIR TEMPERATURE SETPOINT. IF THE DISCHARGE AIR TEMPERATURE SENSOR FAILS THE DX COOLING SHALL BE DISABLED AND AN ALARM SHALL BE ANNUNCIATED AT THE BAS. UNOCCUPIED: WHEN THE SPACE TEMPERATURE IS ABOVE THE UNOCCUPIED COOLING SETPOINT OF 85.0 DEG. F (ADJ.) THE SUPPLY FAN SHALL START, THE OUTSIDE AIR DAMPER SHALL OPEN IF ECONOMIZING IS ENABLED AND REMAIN CLOSED IF ECONOMIZING IS DISABLED AND THE DX COOLING SHALL BE ENABLED. WHEN THE SPACE TEMPERATURE FALLS BELOW THE UNOCCUPIED COOLING SETPOINT OF 85.0 DEG. F MINUS THE UNOCCUPIED DIFFERENTIAL OF 4.0 DEG. F (ADJ.) THE SUPPLY FAN SHALL STOP, THE DX COOLING SHALL BE DISABLED AND THE OUTSIDE AIR DAMPER SHALL CLOSE. WHEN THE SPACE TEMPERATURE IS BELOW THE UNOCCUPIED HEATING SETPOINT OF 60.0 DEG. F (ADJ.) THE SUPPLY FAN SHALL START, THE OUTSIDE AIR DAMPER SHALL REMAIN CLOSED AND THE VAV"S GO INTO HEATING MODE. WHEN THE SPACE TEMPERATURE RISES ABOVE THE UNOCCUPIED HEATING SETPOINT OF 60.0 DEG. F MINUS THE UNOCCUPIED DIFFERENTIAL OF 4.0 DEG. F (ADJ.) THE SUPPLY FAN SHALL STOP AND THE VAV HEATING SHALL BE DISABLED. OPTIMAL START: THE BAS SHALL MONITOR THE SCHEDULED OCCUPIED TIME, OCCUPIED SPACE SETPOINTS AND SPACE TEMPERATURE TO CALCULATE WHEN THE OPTIMAL START OCCURS. PRE—COOL MODE: DURING OPTIMAL START, IF THE AVERAGE SPACE TEMPERATURE IS ABOVE THE OCCUPIED COOLING SETPOINT, PRE—COOL MODE SHALL BE ACTIVATED. WHEN PRE—COOL IS INITIATED THE UNIT SHALL ENABLE THE FAN AND COOLING OR ECONOMIZER. THE OUTSIDE AIR DAMPER SHALL REMAIN CLOSED, UNLESS ECONOMIZING. WHEN THE SPACE TEMPERATURE REACHES OCCUPIED COOLING SETPOINT (ADJ.), THE UNIT SHALL TRANSITION TO THE OCCUPIED MODE. OPTIMAL STOP: THE BAS SHALL MONITOR THE SCHEDULED UNOCCUPIED TIME, OCCUPIED SETPOINTS AND SPACE TEMPERATURE TO CALCULATE WHEN THE OPTIMAL STOP OCCURS. WHEN THE OPTIMAL STOP MODE IS ACTIVE THE UNIT CONTROLLER SHALL MAINTAIN THE SPACE TEMPERATURE TO THE SPACE TEMPERATURE OFFSET SETPOINT. OUTSIDE AIR DAMPER SHALL REMAIN ENABLED TO PROVIDE MINIMUM VENTILATION. OCCUPIED BYPASS: THE BAS SHALL MONITOR THE STATUS OF THE "ON" AND "CANCEL" BUTTONS OF THE SPACE TEMPERATURE SENSORS. WHEN AN OCCUPIED BYPASS REQUEST IS RECEIVED FROM A SPACE SENSOR, THE UNIT SHALL TRANSITION FROM ITS CURRENT OCCUPANCY MODE TO OCCUPIED BYPASS MODE AND THE UNIT SHALL MAINTAIN THE SPACE TEMPERATURE TO THE OCCUPIED SETPOINTS (ADJ.). ECONOMIZER: THE DISCHARGE AIR TEMPERATURE SENSOR SHALL MEASURE THE DRY BULB TEMPERATURE OF THE AIR LEAVING THE COOLING COIL WHILE ECONOMIZING. WHEN ECONOMIZING IS ENABLED AND THE UNIT IS OPERATING IN THE COOLING MODE, THE ECONOMIZER DAMPER SHALL BE MODULATED BETWEEN ITS MINIMUM POSITION AND 100% TO MAINTAIN THE DISCHARGE AIR TEMPERATURE SETPOINT. THE ECONOMIZER DAMPER SHALL MODULATE TOWARD MINIMUM POSITION IN THE EVENT THE MIXED AIR TEMPERATURE FALLS BELOW THE LOW TEMPERATURE LIMIT SETTING. REFERENCE ENTHALPY: OUTSIDE AIR (OA) ENTHALPY SHALL COMPARED WITH THE REFERENCE ENTHALPY CONTROL SETPOINT. THE ECONOMIZER SHALL ENABLE WHEN OA ENTHALPY IS 2.0 BTU/LB LESS THAN ENTHALPY CONTROL SETPOINT. THE ECONOMIZER SHALL DISABLE WHEN OA ENTHALPY IS GREATER THAN ENTHALPY CONTROL SETPOINT. SUPPLY FAN: THE FAN SHALL BE OFF IN THE UNOCCUPIED MODE. WHEN THE UNIT CONTROLLER IS IN THE OCCUPIED MODE, THE SUPPLY FAN SHALL OPERATE CONTINUOUSLY AND ITS SPEED SHALL BE MODULATED TO MAINTAIN THE DUCT STATIC PRESSURE SETPOINT. THE DUCT STATIC PRESSURE SETPOINT SHALL BE SENT BY THE BAS AND SHALL BE RESET BETWEEN THE MINIMUM AND MAXIMUM STATIC PRESSURE LIMITS TO MAINTAIN THE CRITICAL ZONE VAV AIR DAMPER IN A POSITION BETWEEN 65% AND 75% OPEN. IF THE SUPPLY FAN FAILS TO PROVE STATUS FOR 30 SECONDS (ADJ.),THE FAN SHALL BE COMMANDED OFF, THE OUTSIDE AIR DAMPER SHALL CLOSE, DX COOLING STAGES SHALL BE DISABLED AND AN ALARM WILL BE ANNUNCIATED AT THE BAS. A MANUAL RESET IS REQUIRED TO RESTART THE FAN. A HARDWIRED, HIGH STATIC PRESSURE CUT—OFF SWITCH SHALL BE ELECTRICALLY INTERLOCKED WITH THE VARIABLE SPEED DRIVE. IF THE HIGH STATIC PRESSURE CUT—OFF SWITCH IS TRIPPED THE FAN SHALL STOP, THE OUTSIDE AIR DAMPER SHALL CLOSE, ALL STAGES OF DX COOLING STAGES SHALL BE DISABLED AND AN ALARM SHALL BE ANNUNCIATED AT THE BAS. A MANUAL RESET OF THE HIGH STATIC PRESSURE CUT—OFF SWITCH SHALL BE REQUIRED TO RESTART THE FAN. EXHAUST FAN: THE FAN SHALL BE OFF IN THE UNOCCUPIED MODE. WHEN THE UNIT CONTROLLER IS IN THE OCCUPIED MODE, THE EXHAUST SHALL OPERATE TO MAINTAIN THE RETURN DUCT STATIC PRESSURE SETPOINT. THE FANS SPEED AND ASSOCIATED EXHAUST DAMPER SHALL BE MODULATED TO MAINTAIN THE DUCT STATIC PRESSURE SETPOINT SENT BY THE BAS. IF THE EXHAUST FAN FAILS TO PROVE STATUS FOR 30 SECONDS (ADJ.),THE FAN SHALL BE COMMANDED OFF AND THE EXHAUST AIR DAMPER SHALL CLOSE. MIXED AIR LOW LIMIT: THE INITIAL DAMPER OPENING RATE SHALL BE LIMITED TO 2% PER MINUTE (ADJ.) UNTIL THE DAMPER HAS REACHED ITS MINIMUM VENTILATION POSITION. THE OUTSIDE AIR DAMPER SHALL MODULATE TO A POSITION LESS THAN THE MINIMUM DAMPER POSITION IF THE MIXED AIR TEMPERATURE DROPS BELOW 50.0 DEG. F (ADJ.). IF THE MIXED AIR TEMPERATURE SENSOR SENSES LOW MIXED AIR TEMPERATURE AN ALARM SHALL BE ANNUNCIATED AT THE BAS AND THE OUTSIDE AIR DAMPER SHALL CLOSE. FILTER STATUS: A DIFFERENTIAL PRESSURE SWITCH SHALL MONITOR THE DIFFERENTIAL PRESSURE ACROSS THE FILTER WHEN THE FAN IS RUNNING. IF THE SWITCH CLOSES DURING NORMAL OPERATION A DIRTY FILTER ALARM SHALL BE ANNUNCIATED AT THE BAS. H DPS L RETURN AIR L HIGH LIMIT IL SUPPLY AIR AIR VALVE DAMPER FLOW H ENSOR •� H CONTROL FLOW ENSOR •� RING CONTROL U VALVE VARIABLE AIR VOLUME BOX NO SCALE WIRELESS SPACE SENSOR T BUILDING AUTOMATION SYSTEM INTERFACE: THE BUILDING AUTOMATION SYSTEM (BAS) SHALL SEND THE CONTROLLER OCCUPIED AND UNOCCUPIED COMMANDS. THE BAS SHALL ALSO SEND A HEAT/COOL MODE, PRIORITY SHUTDOWN COMMANDS, SPACE TEMPERATURE AND/OR SPACE TEMPERATURE SETPOINT. IF COMMUNICATION IS LOST WITH THE BAS, THE VAV CONTROLLER SHALL OPERATE USING ITS LOCAL SETPOINTS. OCCUPANCY MODE: THE OCCUPANCY MODE SHALL BE COMMUNICATED TO THE VAV VIA A BINARY INPUT. VALID OCCUPANCY MODES FOR THE VAV SHALL BE AS FOLLOWS. OCCUPIED: NORMAL OPERATING MODE FOR OCCUPIED SPACES OR DAYTIME OPERATION. WHEN THE UNIT IS IN THE OCCUPIED MODE THE VAV SHALL MAINTAIN THE SPACE TEMPERATURE AT THE ACTIVE OCCUPIED HEATING OR COOLING SETPOINT. APPLICABLE VENTILATION AND AIRFLOW SETPOINTS SHALL BE ENFORCED. THE OCCUPIED MODE SHALL BE THE DEFAULT MODE OF THE VAV. UNOCCUPIED: NORMAL OPERATING MODE FOR UNOCCUPIED SPACES OR NIGHTTIME OPERATION. WHEN THE UNIT IS IN UNOCCUPIED MODE THE VAV CONTROLLER SHALL MAINTAIN THE SPACE TEMPERATURE AT THE UNOCCUPIED HEATING OR COOLING SETPOINT. WHEN THE SPACE TEMPERATURE EXCEEDS THE ACTIVE UNOCCUPIED HEATING SETPOINT THE VAV SHALL MODULATE FULLY CLOSED. WHEN THE SPACE TEMPERATURE EXCEEDS THE ACTIVE UNOCCUPIED COOLING SETPOINT THE VAV SHALL MODULATE FULLY OPEN. OCCUPIED BYPASS: MODE USED TO TEMPORARILY PLACE THE UNIT INTO THE OCCUPIED OPERATION. TENANTS SHALL BE ABLE TO OVERRIDE THE UNOCCUPIED MODE FROM THE SPACE SENSOR. THE OVERRIDE SHALL LAST FOR A MAXIMUM OF 4 HOURS (ADJ.). THE TENANTS SHALL BE ABLE TO CANCEL THE OVERRIDE FROM THE SPACE SENSOR AT ANY TIME. DURING THE OVERRIDE THE UNIT SHALL OPERATE IN OCCUPIED MODE. HEAT/COOL MODE: THE HEAT/COOL MODE SHALL BE SET BY THE BAS OR AUTOMATICALLY BY THE VAV. IN STANDALONE OR AUTO MODE THE VAV SHALL COMPARE THE PRIMARY AIR TEMPERATURE WITH THE CONFIGURED AUTO CHANGEOVER SETPOINT TO DETERMINE IF THE AIR IS "HOT" OR "COLD". HEATING MODE SHALL COMMAND THE VAV TO HEAT ONLY; IT IMPLIES THE PRIMARY AIR TEMPERATURE IS HOT. COOLING MODE SHALL COMMAND THE VAV TO COOL ONLY; IT IMPLIES THE PRIMARY AIR TEMPERATURE IS COLD. HEAT/COOL SETPOINT: THE SPACE TEMPERATURE SETPOINT SHALL BE DETERMINED EITHER BY A LOCAL (E.G., THUMBWHEEL) SETPOINT, THE VAV DEFAULT SETPOINT OR A COMMUNICATED VALUE THROUGH THE BAS. THE VAV SHALL USE THE LOCALLY STORED DEFAULT SETPOINTS WHEN NEITHER A LOCAL SETPOINT NOR COMMUNICATED SETPOINT IS PRESENT. IF BOTH A LOCAL SETPOINT AND COMMUNICATED SETPOINT EXIST, THE VAV SHALL USE THE COMMUNICATED VALUE. ' COOLING MODE: WHEN THE UNIT IS IN COOLING MODE, THE VAV CONTROLLER SHALL MAINTAIN THE SPACE TEMPERATURE AT THE ACTIVE COOLING SETPOINT BY MODULATING THE AIRFLOW BETWEEN THE ACTIVE COOLING MINIMUM AIRFLOW SETPOINT TO THE MAXIMUM COOLING AIRFLOW SETPOINT. BASED ON THE VAV CONTROLLER OCCUPANCY MODE, THE ACTIVE COOLING SETPOINT SHALL BE ONE OF THE FOLLOWING: SETPOINT DEFAULT VALUES: OCCUPIED COOLING SETPOINT 74.0 DEG. F UNOCCUPIED COOLING SETPOINT 85.0 DEG. F OCCUPIED STANDBY COOLING SETPOINT 78.0 DEG. F OCCUPIED MIN COOLING AIRFLOW SETPOINT SEE VAV SCHEDULE OCCUPIED MAX COOLING AIRFLOW SETPOINT SEE VAV SCHEDULE THE VAV SHALL USE THE MEASURED SPACE TEMPERATURE AND THE ACTIVE COOLING SETPOINT TO DETERMINE THE REQUESTED COOLING CAPACITY OF THE UNIT. THE OUTPUTS WILL BE CONTROLLED BASED ON THE UNIT CONFIGURATION AND THE REQUESTED COOLING CAPACITY. HEATING MODE: WHEN THE UNIT IS IN HEATING MODE, THE VAV CONTROLLER SHALL MAINTAIN THE SPACE TEMPERATURE AT THE ACTIVE HEATING SETPOINT BY MODULATING THE AIRFLOW BETWEEN THE ACTIVE HEATING MINIMUM AIRFLOW SETPOINT TO THE MAXIMUM HEATING AIRFLOW SETPOINT. BASED ON THE VAV CONTROLLER OCCUPANCY MODE, THE ACTIVE HEATING SETPOINT SHALL BE ONE OF THE FOLLOWING: SETPOINT DEFAULT VALUES: OCCUPIED HEATING SETPOINT 71.0 DEG. F UNOCCUPIED HEATING SETPOINT 60.0 DEG. F OCCUPIED STANDBY HEATING SETPOINT 67.0 DEG. F OCCUPIED MIN HEATING AIRFLOW SETPOINT SEE VAV SCHEDULE OCCUPIED MAX HEATING AIRFLOW SETPOINT SEE VAV SCHEDULE THE VAV CONTROLLER SHALL USE THE MEASURED SPACE TEMPERATURE AND THE ACTIVE HEATING SETPOINT TO DETERMINE THE REQUESTED HEATING CAPACITY OF THE UNIT. THE OUTPUTS WILL BE CONTROLLED BASED ON THE UNIT CONFIGURATION AND THE REQUESTED HEATING CAPACITY. REHEAT CONTROL: REHEAT WILL ONLY BE ALLOWED WHEN THE PRIMARY AIR TEMPERATURE IS 5.0 DEG. F BELOW THE CONFIGURED REHEAT ENABLE SETPOINT OF 70.0 DEG. F (ADJ.). THE REHEAT SHALL BE ENABLED WHEN THE SPACE TEMPERATURE DROPS BELOW THE ACTIVE HEATING SETPOINT AND THE MINIMUM AIRFLOW REQUIREMENTS ARE MET. DURING REHEAT THE VAV SHALL OPERATE AT ITS MINIMUM HEATING AIRFLOW SETPOINT AND ENERGIZE THE HEAT AS FOLLOWS: PROPORTIONAL HOT WATER REHEAT: IF THE SPACE TEMPERATURE IS BELOW THE HEATING SETPOINT THE HOT WATER REHEAT VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN THE ACTIVE HEATING SETPOINT. VENTILATION CONTROL OCCUPANCY): WHEN THE UNIT IS IN UNOCCUPIED MODE, THE VENTILATION AIRFLOW SETPOINT WILL BE ZERO. WHEN THE UNIT IS IN OCCUPIED MODE, THE VENTILATION AIRFLOW SETPOINT WILL EQUAL THE DESIGN OUTDOOR AIRFLOW (SEE AHU SCHEDULE). SPACE SENSOR FAILURE: IF THERE IS A FAULT WITH THE OPERATION OF THE ZONE SENSOR AN ALARM SHALL BE ANNUNCIATED AT THE BAS. SPACE SENSOR FAILURE SHALL CAUSE THE VAV TO DRIVE THE DAMPER TO MINIMUM AIR FLOW IF THE VAV IS IN THE OCCUPIED MODE, OR DRIVE IT CLOSED IF THE VAV IS IN THE UNOCCUPIED MODE. HOT WATER SYSTEM GENERAL DESCRIPTION: THE HOT WATER SYSTEM CONSISTS OF MULTIPLE BOILERS AND ASSOCIATED PUMPS. THE BUILDING AUTOMATION SYSTEM (BAS) CONTROLLER SHALL PROVIDE STAND—ALONE CONTROL OR BAS WORKSTATION CONTROL OF THE SUPPLY HEATING WATER TEMPERATURE SETPOINT (ADJ.) BY CONTROLLING THE BOILER'S ENABLE/DISABLE BOILER SIGNAL. THE BAS CONTROLLER'S TOUCH SCREEN DISPLAY SHALL BE PASSWORD PROTECTED TO PREVENT UNAUTHORIZED ACCESS. HEATING SYSTEM ENABLE/DISABLE: THE HEATING SYSTEM SHALL BE ENABLED WHEN THE OUTSIDE AIR TEMPERATURE FALLS BELOW 60.0 DEG. F (ADJ.) OR ON A COMMAND FOR DEHUMIDIFICATION OR COMMAND FOR DOMESTIC HOT WATER. WHEN ENABLED, THE BAS CONTROLLER SHALL START THE LEAD HOT WATER DISTRIBUTION PUMP, THE LEAD BOILER CIRCULATING PUMP, AND ENABLE THE LEAD BOILER. THE BOILER FACTORY CONTROL SHALL OPERATE THE BOILER TO MAINTAIN ITS LOCAL SUPPLY SETPOINT. HEATING SHALL BE DISABLED WHEN THE OUTDOOR AIR TEMPERATURE IS ABOVE 65.0 DEG. F (ADJ.) AND THERE IS NO COMMAND FOR DEHUMIDIFICATION. WHEN HEATING IS DISABLED, THE HOT WATER PUMPS AND BOILERS SHALL BE COMMANDED TO OFF. THE BAS CONTROLLER'S TOUCH SCREEN DISPLAY SHALL BE ABLE TO INDIVIDUALLY ENABLE THE HOT WATER DISTRIBUTION PUMPS, THE BOILER CIRCULATING PUMPS, OR THE BOILERS. BOILER CONTROL: THE BOILER LEAD/LAG SEQUENCE SHALL BE BASED ON A WEEKLY SCHEDULE. FROM THE BAS CONTROLLER'S OPTIONAL TRACERT" TD7 COLOR TOUCH SCREEN DISPLAY OR A BAS WORKSTATION, AN OPERATOR SHALL BE ABLE TO MANUALLY CHANGE THE LEAD/LAG SEQUENCE. IF THE HOT WATER DISTRIBUTION SYSTEM SUPPLY TEMPERATURE FALLS MORE THAN 1.0 DEG. F (ADJ.) BELOW SETPOINT FOR A PERIOD LONGER THAN 15 MINUTES (ADJ.), OR IF AN ACTIVE BOILER SIGNALS A FAILURE ALARM, THE BAS CONTROLLER SHALL ENABLE THE LAG BOILER AND ASSOCIATED BOILER PUMP. IN ADDITION, THE BAS CONTROLLER SHALL SEND AN ALARM TO THE BAS WORKSTATION. WHEN A BOILER FAILURE EXISTS, LEAD/LAG AUTOMATION SHALL BE DISABLED AND THE CURRENTLY RUNNING BOILER SHALL BECOME THE LEAD BOILER. ONCE THE PROBLEM IS CORRECTED, THE OPERATOR SHALL BE ABLE TO CLEAR THE ALARM FAILURE FROM THE BAS CONTROLLER OR BAS WORKSTATION. THIS SHALL RE—ENABLE THE LEAD/LAG SEQUENCE. ONCE THE LEAD BOILER IS ENABLED, THE ADD SEQUENCE OF ADDITIONAL BOILERS SHALL BE DISABLED FOR A PERIOD OF 30 MINUTES (ADJ.). ADDITIONAL BOILERS ARE ADDED IF THE HOT WATER DISTRIBUTION SYSTEM SUPPLY TEMPERATURE FALLS 5.0 DEG. F (ADJ.) BELOW THE HOT WATER SETPOINT FOR A PERIOD OF 10 MINUTES (ADJ.) OR MORE. THE LAST BOILER ENABLED SHALL BE DISABLED WHEN THE HOT WATER TEMPERATURE RISES 5.0 DEG. F (ADJ.) ABOVE THE HOT WATER SETPOINT FOR A PERIOD OF 10 MINUTES (ADJ.) OR MORE. ADDITIONAL BOILERS SHALL BE DISABLED FOLLOWING THE SAME SUBTRACTION SEQUENCE IF THE HOT WATER TEMPERATURE REMAINS 5.0 DEG. F (ADJ.) ABOVE THE HOT WATER SETPOINT FOR A PERIOD OF 10 MINUTES (ADJ.) OR MORE. HOT WATER RESET: THE HOT WATER SUPPLY TEMPERATURE SETPOINT SHALL BE LINEARLY RESET FROM 120.0 DEG. F (ADJ.) TO 180.0 DEG. F (ADJ.) AS THE OUTSIDE AIR TEMPERATURE FALLS FROM 60.0 DEG. F (ADJ.) TO 0.0 DEG. F (ADJ.) HOT WATER DISTRIBUTION PUMP START/STOP: THE BAS CONTROLLER SHALL START A HOT WATER PUMP THROUGH A CONTACT CLOSURE OF THE PUMP'S MOTOR STARTER ENABLE CONTACTS. HOT WATER DISTRIBUTION PUMP STATUS: THE BAS CONTROLLER SHALL DETECT HOT WATER PUMP RUN STATUS BY A CURRENT SWITCH. HOT WATER DISTRIBUTION PUMP LEAD/LAG: THE HOT WATER PUMP LEAD/LAG SEQUENCE SHALL BE BASED ON A WEEKLY SCHEDULE. FROM THE BAS CONTROLLER'S TOUCH SCREEN DISPLAY OR A BAS WORKSTATION, AN OPERATOR SHALL BE ABLE TO MANUALLY CHANGE THE LEAD/LAG SEQUENCE. HOT WATER DISTRIBUTION PUMP FAILURE: IF THE LEAD START/STOP RELAY IS ENABLED AND THE CURRENT SWITCH STATUS IS OFF FOR MORE THAN 30 SECONDS (ADJ.), THE BAS CONTROLLER SHALL ANNUNCIATE A HOT WATER PUMP FAILURE ALARM TO THE BAS WORKSTATION AND STARTS THE LAG PUMP. WHEN A PUMP FAILURE EXISTS, LEAD/LAG AUTOMATION SHALL BE DISABLED AND THE CURRENTLY RUNNING PUMP BECOMES THE LEAD PUMP. ONCE THE PROBLEM HAS BEEN CORRECTED, THE OPERATOR SHALL BE ABLE TO CLEAR THE ALARM FAILURE FROM THE BAS CONTROLLER OR BAS WORKSTATION. THIS ACTION SHALL REENABLE THE LEAD/LAG SEQUENCE. FREEZE PROTECTION: WHEN THE OUTDOOR AIR TEMPERATURE FALLS BELOW 35.0 DEG. F (ADJ.), THE HOT WATER DISTRIBUTION PUMP SHALL OPERATE CONTINUOUSLY TO PROVIDE HOT WATER CIRCULATION TO ALL ASSOCIATED HOT WATER COILS. IF THE HOT WATER SUPPLY TEMPERATURE FALLS BELOW 130.0 DEG. F (ADJ.) DURING UNOCCUPIED PERIODS, THE BOILER SEQUENCE SHALL BE ENABLED TO SAFEGUARD AGAINST LOW WATER TEMPERATURE AND BOILER CONDENSATION. TO VAV MS FURNISHED AND WIRED BY THE MECHANICAL CONTRACTOR EF -2, 3 &4 GENERAL EXHAUST FANS NO SCALE GENERAL: THE GENERAL EXHAUST FANS SHALL OPERATE CONTINUOUSLY DURING OCCUPIED PERIODS AND BE OFF DURING UNOCCUPIED PERIODS. EXHAUST FAN SHALL BE ENERGIZED BY A SIGNAL FROM THE BAS VIA A RELAY OR MOTOR STARTER CONNECTED TO OPEN PORTS ON NEARBY VAV CONTROL BOARD. BUILDING MANAGEMENT SHALL BE ABLE TO TURN THE FAN ON AND OFF AND PROVIDE A STATUS. EF -5 MECHANICAL ROOM EXHAUST FAN NO SCALE GENERAL: SYSTEM SHALL BE OPERATED BY THERMOSTATIC CONTROLS. FAN STATUS TO BE MONITORED BY BUILDING MANAGEMENT SYSTEM AND HAVE ON/OFF OVERRIDE. NORMALLY CLOSED OUTDOOR AIR CONTROL DAMPER LOCATED IN ATTIC IS TO OPEN WHEN EF -5 IS ENERGIZED. TEMPERATURE SENSOR TO BE MOUNTED HIGH WITHIN MECHANICAL ROOM. EXHAUST FAN CONTROL: UPON A RISE IN TEMPERATURE ABOVE THE SPACE SETPOINT (807, ADJ.) THE FAN SHALL ENERGIZE AND RUN CONTINUOUSLY. UPON A DROP IN SPACE SETPOINT BY 37 (ADJ.) THE FAN SHALL DE—ENERGIZE. ELECTRIC UNIT HEATER NO SCALE GENERAL: UNIT HEATERS WILL BE STAND ALONE SYSTEMS AND SHALL OPERATE AT ALL TIMES THROUGHOUT THE HEATING SEASON. THERMOSTAT TO BE FACTORY MOUNTED WITHIN THE UNIT. UNIT HEATER CONTROL: UPON A DROP IN TEMPERATURE BELOW THE SPACE SETPOINT (607, ADJ.) THE FAN AND HEATING ELEMENT SHALL ENERGIZE AND RUN CONTINUOUSLY. UPON A RISE IN SPACE SETPOINT BY 37 (ADJ.) THE FAN AND HEATING ELEMENT SHALL DE—ENERGIZE. NOTE: HYDRONIC UNIT HEATER TO OPERATE SIMILARLY WITH REMOTE THERMOSTAT AND 2—WAY CONTROL VALVE IN LIEU OF HEATING ELEMENT. OUTSIDE FFA #7737 Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering 19 PEARL STREET P: (M) 742 AU SUITE 200 P: isle) 74 -M GLENS MLLS, N.Y. 72847. wJm.visionapeitreerirc4,.rcq CONSTRUCTION PRINT JULY 1, 2016 T Quality Service Sine* 1944 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGH41=8 22 Aviation Road, Albany, New York 12206 TEL (618) 468-7040 PAX (618) 468-7049 mau�hledmen>yaher.awn U •� 0 U 00 Z N LL O >_ C 0 0 C L H U) .0 U � 0 W ry 0 Z H W DATE: 7/1/16 CHECKED BY TAH/SCD PROJECT NO. 1512 MECHANICAL: ;ontrol Diagrams k Sequences M-5 y �1 BACKFLOW PREVENTER CLEARANCES: -12" MINIMUM CLEAR SPACE ABOVE TOP OF ASSEMBLY -8" MINIMUM CLEAR SPACE FROM BACK SIDE OF ASSEMBLY -30" MINIMUM CLEAR SPACE FRONT SIDE OF ASSEMBLY PIPE SUPPORT BRACKET AS REQUIRED TO PRESSURE GAUGE SUPPORT PIPING (TYPICAL) & GAUGE COCK WATER METER STRAINER 5 DIAMETERS OF STRAIGHT PIPE MIN. » PIPE SUPPORT STAND AS 30 MINIMUM FLOOR REQUIRED TO SUPPORT 60"MAXIMUM PIPING (TYPICAL) if 2" INCOMING DOMESTIC WATER BUILDING WALL 1,000 MBH 2'' GRADE M GAS SERVICE & METER TO DOMESTIC WATER SYSTEM I 1-1/2- PRESSURE -1/2"PRESSURE GAUGE & GAUGE COCK I N I 1-1/2" DOUBLE CHECK I BACKFLOW PREVENTER 1F-------------- DOMESTIC WATER SERVICE PIPING DIAGRAM NO SCALE FIRST FLOOR CRAWL SPACE 1,000 MBH 2" B1 285 MBH 1 /2" BALL VALVE DRAIN WITH CAP 2" 11-1 2" c� c� B2 285 MBH BOILERS BY MC, GAS PIPING BY PC GAS PIPING DIAGRAM NO SCALE HOT WATER RETURN BALANCE CONTROL STATION 1-1 /4"COLD WATER - ----- (1)- - — - - 1 /2"HOT WATER RETURN (I� 1.20 GPM A10 I 1-1 /4"HOT WATER - - - - - - - - 120'F TO SYSTEM ; I I i T10 T I I — 1-1/4" I I 1-1/4" 1-1/4" - 1 I I I I CP1 1-1 /4"BYPASS �_ T THERMOMETER, TYP FLOOR 1/2" 1/2" THERMOSTATIC MIXING VALVE ASSEMBLY MOUNTED ON WALL AT 5'-0" ABOVE FLOOR 1� WATER HEATER PIPING DIAGRAM NO SCALE BUILDING WALL ELECTRIC GENERATOR 430 MBH �' `-DIRT LEG W/CAP, TYP VACUUM RELIEF VALVE, WATTS REGULATOR, 3/4" NO. N36 I I 3/4"HEADER I---------— --- �--- -- ----- -- — , -- I I 1-1 /4"HEADER I I I ' 1-1/4"--1-1/4" 1-1/4 1-1/4" 3/4" P T101' T10 I T&P RELIEF FURN. WITH TAN K, TYPI I I ' WH1 WH2 I I 1/299 I 1 /2" 161 I 140' I 140' I PIPE TO STORED STORED FLOOR, TYP WATER WATER ET1 I I - � - DRAIN I ( VALVE DRAIN VALVE CONCRETE L CONCRETE L CONCRETE PAD PAD PAD EXPANSION TANK, PRESSURE TO BE SET AT SYSTEM STATIC PRESSURE NOTE: DOMESTIC WATER & BOILER WATER PIPING SHALL BE A REVERSE RETURN HYDRONICALLY BALANCED PIPING SYSTEM, TO & FROM WATER HEATER, TEE FITTINGS ARE TO BE PIPED AS SHOWN AND USE EQUAL QUANTITY OF FITTINGS MAINTAIN HEATER REMOVAL CLEARANCE, TYP BOILER WATER SUPPLY & RETURN (BWS, BWR) & AQUASTAT CONNECTIONS, TYP, SEE MECHANICAL DRAWINGS 0011 PLUMBING SYMBOLS-- LI -ST Connect new work to existing - - - EXISTING (Light Lines) - BOP Cold Water -- - NEW 0 Cold Water - -- _ Hot Water - - - Hot Water Return -- -- - - - Natural Gas - - - - G Sanitary Underslab - - - - Sanitary NOTES Floor Sink Vent -- - - ------------- Valve-Balancing - -- --- FAI Valve -Ball - - Hose Bibb - --- - - Valve -Butterfly - g Valve -Check - -- -- - - IV Valve -Gate - -- -- DG Valve -Globe --- HR Valve-Plug - a End Cleanout - ------ II— Deck Plate Cleanout -- - - Qo Floor Drain - ® FD Floor Sink - - __ - ® FS (P) Trap - -- a Pipe Anchor Point OD Pipe Guide Polyvinyl Chloride -- -- -- - PVC Roof Drain - Q RD Shock Absorber - Strainer F�-I Thermometer - - Reinforced - - - Union - --- -- - -- -- Fixture or equipment designation, - - RL see Specifications - --- L1 PLUMBING ABBREVIATIONS Bottom of Pipe -- - - - BOP Cast Iron - - ----- - Cl 0 Catch Basin - - --- CB DESIGN BASIS Cleanout CO TYPE Cold Water - ----- - -- CW or C Floor Drain - - -- - - -- FD NOTES Floor Sink FS O Fresh Air Intake FAI Hose Bibb - --- - - HB Hot Water -------- --- -- HW or H Hot Water Return HWR or HR Indirect Waste - - - IW MANUF. Inside Diameter -- - - - --- ID CP1 Invert - - - - -- - INV 1.2 Manhole -- --- - MH 3250 Outside Diameter - - OD TACO Polyvinyl Chloride -- -- -- - PVC Rainwater Conductor - RWC Rainwater Conductor Secondary - - SRWC Reinforced - - - - REINF Roof Leader ---- - - ---- - - RL NOTES: Sanitary - --- -- SAN 1. LEAD FREE CONSTRUCTION. Soil Stack - - - - _ -__ _----__-- SS 2. HOT WATER RETURN AQUASTAT CONTROL. Standard - STD 3. PROVIDE MOTOR STARTER WITH DRY CONTACTS Vent Stack - --- ----------- - -- VS Vent Thru Roof - - - - -- VTR Waste & Vent - - - - W&V Waste Stack --- --_ -- --- --- WS GENERAL ABBREVIATIONS Above Finished Floor - - - - - AFF Ceiling - _ - CLG Diameter ------- - -- -- - -- DIA Down - -- - - -_ DN Drawing - - - - DWG Elevation - -- - ELEV Existing - - - - EXIST or (E) Feet - - - --- --- - - -- FT Floor ---- - - FL Horsepower -- -- -- - -_ _ -- HP Manufacturer - - ----- -- - - MFR Maximum - - - -- -- --- MAX Minimum -- -- _ - MIN Mounted - - - MTD Not Applicable - --- - --- N/A Not In Contract - ---- -- - - NIC Number - - -- - - - # On Center -- - - - -- OC Square Feet -- - -- SF Typical --- - - --- TYP Normally Open - - -- - NO Normally Closed -- - ----- - - NC LEONARD MODEL 170 -BP BACK TO BACK LAV TO LAV I N ADJACENT ROOM HOT SUPPLIES FROM FIXTURE STOP VALVES-/ 170 -BP --OLD ASSE 1070 MIXING VALVE PIPING DIAGRAM NO SCALE ON PIPE OR CONDUIT PIPE ENTRY BELOW GRADE NO SCALE FFA #7737 Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tet. 518-792-0050 VISION En ineering AS PEARL STREET P� (516) Tom" SUttE20B (:$998)7922282 P,L'sistSfALL$, M.Y. 1280 wwwx€sinnengineeaing.0; CONSTRUCTION PRINT JULY 1, 2016 Ar Quca ty Sen ce Since 1944 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGROM 22 Mau= Pond. Mmy, New York 12206 TSI. (618) 468-7040 PAX (618) 468-7046 mall6f iedmannshw o= U PUMP SCHEDULE •� 0 PUMP MOTOR DESIGN BASIS z TAG TYPE SERVICE NOTES � UO O r GPM HEAD EFF. RPM HP ELECT. MANUF. MODEL 0 CP1 INLINE HOT WATER 1.2 5' - 3250 1/40 115-1-60 TACO 006 1,2,3 RETURN Q) U U 0 Q NOTES: Ld ry 1. LEAD FREE CONSTRUCTION. 2. HOT WATER RETURN AQUASTAT CONTROL. 3. PROVIDE MOTOR STARTER WITH DRY CONTACTS FOR CONTROL. LEONARD MODEL 170 -BP BACK TO BACK LAV TO LAV I N ADJACENT ROOM HOT SUPPLIES FROM FIXTURE STOP VALVES-/ 170 -BP --OLD ASSE 1070 MIXING VALVE PIPING DIAGRAM NO SCALE ON PIPE OR CONDUIT PIPE ENTRY BELOW GRADE NO SCALE FFA #7737 Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tet. 518-792-0050 VISION En ineering AS PEARL STREET P� (516) Tom" SUttE20B (:$998)7922282 P,L'sistSfALL$, M.Y. 1280 wwwx€sinnengineeaing.0; CONSTRUCTION PRINT JULY 1, 2016 Ar Quca ty Sen ce Since 1944 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGROM 22 Mau= Pond. Mmy, New York 12206 TSI. (618) 468-7040 PAX (618) 468-7046 mall6f iedmannshw o= U •� 0 U co z N � UO O r Q) > c�mz 0 L H (n U) .0 4-a Q) U U 0 Q Ld ry DATE: 7/1/16 CHECKED BY DSW/SCD PROJECT NO. 1512 PLUMBING: SYMBOLS LIST, SCHEDULES & DETAILS P-1 z H I Ld DATE: 7/1/16 CHECKED BY DSW/SCD PROJECT NO. 1512 PLUMBING: SYMBOLS LIST, SCHEDULES & DETAILS P-1 PLUMBING FIXTURE SCHEDULE TAG ITEM MANUFACTURER & MODEL WASTE VENT CW HW FITTINGS/ACCESSORIES OR DESIGN ITEM DESCRIPTION DATA AMERICAN STANDARD WC/ FLOOR MOUNTED CADET #2168.100 WC/R FLOOR OUTLET #4086.100 TANK LEFT(L) TRIP 4" 2" 1 /2" NA OLSONITE 95SSCT SEAT # ADA, VITREOUS CHINA, WATER SAVER, SIPHON JET ACTION, WATER CLOSET #4142.800 TANK RIGHT(R) TRIP FLUSHOMETER TANK, ELONGATED BOWL, MEETS ANSI A112.19.2M, LAV1 WALL–HUNG LAVATORY AMERICAN STANDARD COMRAD #0124.131 1-1 4" / 1-1 4 " / 1 /2 �� 1 /2 MOEN #8420 SINGLE HANDLE FAUCET ADA, VITREOUS CHINA, REAR OVERFLOW WITH STRAINER & GRID STRAINER ASSEMBLY LAV2 WALL–HUNG LAVATORY AMERICAN STANDARD COMRADMOEN #0124.131 1-1 /4" 1-1 /4" 1/2" 1/2" #8420 SINGLE HANDLE FAUCET & GRID STRAINER ASSEMBLY, PROVIDE ADA, VITREOUS CHINA, REAR OVERFLOW WITH STRAINER TM V2 S1 DOUBLE BOWL COUNTERTOP SINK ELKAY DOUBLE BOWLELKAY #LR-3322-8-3–PD 2" 1-1 /4" 1/2" 1/20* LK -232–S HI–ARC FAUCET, 4" WRIST BLADE HANDLES, 2.2 GPM 2 BOWL, 33"x22"x8", 18 GAUGE TYPE 304 STAINLESS STEEL, AERATOR SELF RIMMING, FULL UNDERCOAT, 3 FAUCET HOLES, DRAIN KIT ELKAY LK810–GN-04T4C GOOSENECK S2 SINGLE BOWL COUNTERTOP SINK ELKAY SINGLE BOWL #LR -2522-8-3–C �� 2 �� 1-1 /4 '� 1/2" �� 1/21' BELKAY HLK D500� 1 BOWL, 25 X22 X8 , 18 GAUGE TYPE 304 STAINLESS STEEL, "FULL 1.5 GPM AERATOR, SELF RIMMING, UNDERCOAT, 3 FAUCET HOLES DRAIN OUTLET ELKAY LK500–GN-04T4C GOOSENECK S3 SINGLE BOWL COUNTERTOP SIN ELKAY SINGLE BOWL #LR1 716-75-1 –C 2 1-1 /4 1 /2 °f 1 /2 FAUCET, 4" WRIST BLADE HANDLES, " 1 BOWL, 17 X16 X7.5 , 18 GAUGE TYPE 304 STAINLESS STEEL, 1.5 GPM AERATOR, ELKAY LK -500 SELF RIMMING, FULL UNDERCOAT, 3 FAUCET HOLES DRAIN OUTLET KOHLER MODEL K-8935 (3) S.S RIM GUARDS; KOHLER MODEL K-13864 CP BRASS REMOVABLE STRAINER; SLOAN "ROYAL" MODEL 117–H FLUSH VALVE, CS CLINICAL SINK KOHLER "TYRRELL" MODEL K-6676 4" 2" 1" 3/4" 24", SWEAT SOLDER ADAPTER; 21" x 27", FLOOR MOUNTED, VITREOUS CHINA, SIPHON JET ACTION CHICAGO FAUCET CO. NO. 814 SINK FLUSHING RIM SINK, 1-1/2" TOP SPUD, BOLT CAPS FITTING, INTEGRAL STOPS, 6" WRIST BLADE HANDLES, WALL BRACE HAVING FLUSH PIPE BRACKET, CHROME PLATED FINISH MS MOP SINK FIAT #SB 2424 3" 1-1/2" 1/2" 1/2" FIAT #830–AA FAUCET, #889–CC MOP HANGER, MOLDED–STONE, 6" HIGH 2" WIDE WALLS, STAINLESS STEEL #1239–BB ALUMINUM DRAIN BODY, COMBINATION STAINLESS STEEL DOME STRAINER BUMPER GUARD TWO SIDES WITH LINT BASKET. PROVIDE DEEP SEAL P–TRAP GUARDIAN EQUIPMENT EW EMERGENCY #G1774 (RIGHT MOUNT) NA NA •� 1 /2 1 /2 GUARDIAN EQUIPMENT G360OLF AUTOFLOW EYE/FACE WASH, MOUNTING ON EYEWASH #G1774LH (LEFT MOUNT) THERMOSTATIC MIXING VALVE COUNTER NEXT TO SINK, LEFT OR RIGHT HAND MODEL DETERMINED BY ARCHITECT FD FLOOR DRAIN JOSAM 30000 SERIES SEE NA NA NA NA TWO–PIECE BODY WITH ADJUSTABLE STRAINER, WITH WEEPHOLES PLAN AND INVERTIBLE COLLAR DPCO DECK PLATE CLEANOUT JAY R. SMITH 4020 SERIES SEE PLAN NA NA NA NA ADJUSTABLE FLOOR CLEANOUT WITH POLISHED BRONZE COVER SA SHOCK ABSORBER JOSAM 75000 SERIES NA NA SEE SEE NA STAINLESS STEEL SHELL, ELASTOMER BELLOWS, STAINLESS STEEL PLAN PLAN ADAPTER AND MALE THREADED PLUG HB HOSE BIBB WATTS No. SC8 NA NA 3/4" NA NA COMBINATION HOSE BIBB WITH SEPARATE TAMPER PROOF VACUUM BREAKER WITH CAST IRON HAND WHEEL AND ADJUSTABLE PACKING NUT NFHB NON–FREEZE HOSE BIBS JAY R. SMITH FIGURE 5509 NA NA 3/4" NA NA NON–FREEZE, INTEGRAL VACUUM BREAKER, RECESSED BOX, LOCKING COVER AND KEY BFP DOUBLE CHECK BACKFLOW WATTS SERIES LF007 NA NA SEE NA NA DOUBLE CHECK VALVE ASSEMBLY, LEAD FREE, TEST PORTS, PREVENTER PLANS BRONZE CONSTRUCTION WITH BALL VALVE SHUTOFFS AND BRONZE STRAINER TM V1 SYMMONS TEMP–CONTROL SYMMONS IND. INC., "TEMP–CONTROL" NA NA SEE WATER TEMPERATURE CONTROL STATION 0.5-140 GPM FLOW ' MODEL 7-1000 MODEL 7-1000 PLANS CAPACITY, 1-1/2" VALVE INLETS, 2" VALVE OUTLET TMV2 MIXING VALVE LEONARD MEGATRON #170–LF NA NA 1/2" 1/2" NA POINT OF USE MIXING VALVE FOR LAVATORIES & SINKS, 3/8" INLETS & OUTLETS, COMPRESSION CONNECTIONS, LEAD FREE, 0.25 GPM MINIMUM FLOW, ASSE 1070 CERTIFIED WATER HEATER SYSTEM THERMO EXPANSION TANK, SIZE BASED ET EXPANSION TANK AMTROL ST-30V–C NA NA 3/4" NA NA ON; 170 + (30% FOR PIPING) GALLONS, 140-F WATER TEMP, 100 PSI RELIEF PRESSURE, 60 PSI SUPPLY PRESSURE. SIZED ON; WWW.AMTROL.COM/SUPPORT/THERM–COM–SIZING.HTML WM WATER METER TYPE APPROVED BY WATER NA NA SEE NA NA DEPARTMENT PLANS +; U U C_ U Q 0 0 U U CD 0 N C_ 0_ 0 U 21 GENERAL: ING SPE ALL WORK TO BE COMPLETED IN ACCORDANCE WITH APPLICABLE CODES, INCLUDING, BUT NOT LIMITED TO, THE PLUMBING CODE OF NEW YORK STATE, THE BUILDING CODE OF NEW YORK STATE, THE FIRE CODE AND PROPERTY MAINTENANCE CODE OF NEW YORK STATE, AND THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. ALL EXISTING UTILITIES SHALL BE FIELD VERIFIED FOR LOCATION, SIZE, CONNECTION POINTS, AND ACCESSIBILITY. CONTRACTOR TO PERFORM ALL CUTTING AND PATCHING REQUIRED FOR THE WORK. SHALL MATCH SURROUNDING EXISTING SURFACES IN KIND. NON–RECIRCULATED HOT WATER SYSTEMS SHALL NOT EXCEED 25 FEET IN LENGTH. IN MATERIALS (CONT'D) T10: 3" WHITE DIAL FACE, BI–METAL, 2-1/2" BULB, RANGE 20' TO 240' F., BACK CONNECTION WITH RECLIBRATOR, H.O. TRERICE CO., MODEL B-83202; OR EQUAL. EXCAVATION AND BACKFILL: DO ALL EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND PIPING AND ALL PATCHING EQUIPMENT. ALL EXCAVATION IS "UNCLASSIFIED". ALL BACKFILL MATERIAL FOR PIPING WITHIN FOUNDATION WALLS SHALL BE GRANULAR FILL (GRAVEL). ALL PLUMBING FIXTURES AND FAUCETS TO MEET WATER CONSERVATION REQUIREMENTS OF PLUMBING CODE OF NEW YORK STATE. PC'S BID SHALL INCLUDE NECESSARY TIME FOR INSTRUCTING OWNER'S PERSONNEL IN PROPER OPERATION AND MAINTENANCE OF INSTALLATIONS AND INCLUDE SERVICING OF ALL TYPES FOR THE PERIOD OF GUARANTEE FOR ALL EQUIPMENT AND MATERIALS FURNISHED. FURNISH FOUR OWNER MANUALS CONSISTING OF BOUND COPIES OF SUBMITTAL DATA COVERING MATERIALS SUBMITTED FOR REVIEW. DATA TO CONTAIN A COMPLETE DESCRIPTION OF MAJOR SPECIFICATION ITEMS INCLUDING NORMAL SERVICING INSTRUCTIONS WHERE APPLICABLE AND PARTS LIST. SUBMITTALS: PROVIDE ELECTRONIC CATALOG CUT SHEET SUBMITTALS FOR PIPING AND EQUIPMENT PROVIDED BY CONTRACTOR. EQUIPMENT DATA TO INDICATE CAPACITY, DIMENSIONS AND REQUIRED OPTIONS AND ACCESSORIES. MATERIALS: UNDERGROUND AND ABOVE GROUND SANITARY DRAINAGE AND VENT PIPING TO BE SOLID WALL SCHEDULE 40 PVC PIPING (MEETING ASTM C564) WITH MATCHING DWV FITTINGS. PROVIDE PEX TUBING MEETING ASTM F876: STANDARD SPECIFICATION FOR CROSSLINKED POLYETHYLENE PEX TUBING, ASTM F877: STANDARD SPECIFICATION FOR CROSSLINKED POLYETHYLENE (PEX) PLASTIC HOT– AND COLD– WATER DISTRIBUTION SYSTEMS, ASTM F2023: OXIDATIVE RESISTANCE OF PEX TO HOT CHLORINATED WATER PER NSF PROTOCOL P171 (NON–BARRIER PEX TUBING), CSA B137.5: CROSSLINKED POLYETHYLENE (PEX) TUBING SYSTEMS FOR PRESSURE APPLICATIONS. NATURAL GAS PIPING TO BE SCHEDULE 40 BLACK STEEL WITH THREADED MALLEABLE IRON FITTINGS. EXTERIOR GAS PIPING SHALL BE PRIMED AND PAINTED WITH TWO COATS FOR EACH PAINT, COLOR SHALL BE BATTLE SHIP GRAY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. DIELECTRIC UNIONS TO BE WATTS SERIES 3000 OR EQUAL, 250 PSI, TYPE GA GASKETS. DIELECTRIC WATERWAY TO BE VICTAULIC STYLE 47 OR EQUAL. PROVIDE PROPER SMOKE/FIRESTOPPING OF ALL SMOKE AND FIRE BARRIER PENETRATIONS PER UL, MATCH WALL RATING. SUBMIT DETAIL WITH UL LISTING FOR PRODUCTS TO BE USED. RECTORSEAL 810 FIRESHIELD OR EQUAL. BALL VALVES FOR WATER SERVICE TO BE LEAD FREE THREADED, BRONZE BODY, STAINLESS STEEL BALL, TFE SEATS STAINLESS STEEL TRIM, FULL PORT, 600 LB. WOG. NIBCO T-585-70-66–LF OR EQUAL. BALL VALVES FOR NATURAL GAS TO BE TWO PIECE BRONZE BALL VALVES WITH CHROME PLATED BALL, THREADED, UL LISTED FOR GAS SERVICE, APOLLO 80/81-100 SERIES, OR EQUAL. CHECK VALVES TO BE LEAD FREE BRONZE BODY, SWING CHECK, SCREWED, TFE DISC, 300 LBS. WOG, NIBCO S-413–Y–LF, OR EQUAL. SIZE RANGE 1/2" TO 2" HOT WATER RETURN BALANCING STATION SHALL INCLUDE CIRCUIT SETTER WITH TEST PORTS, CHECK VALVE, ISOLATION VALVES, TEMPERATURE GAUGE & UNIONS. CIRCUIT SETTER TO BE LEAD FREE, NIBCO T-1810–LF. GALL WATER PIPING TO BE INSULATED WITH FIBERGLASS PIPE INSULATION WITH ALL SERVICE JACKET. ALL INSULATION NOT TO EXCEED FLAME SPREAD RATING OF 25, SMOKE DEVELOPED RATING OF 50 PER UL. FITTINGS TO BE FORM FITTING WITH PVC JACKET. COLD WATER: 1/2"-2", 1/2" THICK; 2-1/2" AND GREATER, 1" THICK. HOT WATER: 1/2"-1", 1" THICK; 1-1/4" AND GREATER, 1-1/2" THICK. PIPE HANGERS TO BE CLEVIS TYPE WITH THREADED ROD SUPPORTS, LARGE ENOUGH TO ENCIRCLE PIPE AND INSULATION. EXTERIOR SUPPORTS SHALL BE HOT–DIP GALVANIZED (ASTM 123), ALL OTHER SUPPORTS SHALL BE ZINC ELECTROPLATED (ASTM A653). BLOCKING TO BE PROVIDED AT INSULATION POINTS TO PREVENT COMPRESSION OF INSULATING MATERIAL. PROVIDE INCIDENTAL STEEL AS REQUIRED TO SUPPORT HANGER. PROVIDE LONG LEG BOLTED RISER SUPPORTS ON VERTICAL RISERS. HORIZONTAL HANGER SPACING'S TO BE PER MANUFACTURER'S RECOMMENDATIONS. PLUMBING FIXTURES AND ACCESSORIES SHALL COMPLY WITH FACILITIES GUIDELINES INSTITUTE (2010), 3.1-8.4.3. PROVIDE CARRIER FITTINGS OF GENERAL TYPE SPECIFIED. ALL CARRIERS TO BE ZURN INDUSTRIES, WATTS DRAINAGE PRODUCTS OR JAY R. SMITH CO. FLUSH VALVE SUPPORT TO BE SUPPLIED. WALL HUNG LAVATORIES TO BE SUPPORTED ON CONCEALED ARM FIXTURE SUPPORTS, SUPPORTED FROM WOOD BLOCKING. PROVIDE IDENTIFICATION OF ALL PIPING AND VALVES. PIPE IDENTIFICATION TO CONSIST OF COLOR CODED PRESSURE SENSITIVE BACKGROUND TAPE WITH ENDS TAPED IN MATCHING COLOR. LETTERS TO BE 1" HIGH. COLORS AND LETTERS TO BE PER OSHA AND ANSI STANDARD A-13.1. PROVIDE ON 15 FOOT CENTERS AND AT EACH VALVE. VALVES TO BE PROVIDED WITH TAGS, LAMINATED TYPE, IDENTIFYING SERVICE, FASTENED WITH CHAIN AND RING. PROVIDE SCHEDULE FOR VALVE IDENTIFICATION. FLOOR DRAIN, PROVIDE TRAP PRIMER CONNECTION AND TRAP PRIMER TPV1 WHERE INDICATED ON PLANS. TPV1: 1/2" SIZE TRAP PRIMER VALVE, BRASS CONSTRUCTION WITH AIR GAP FITTING AND INTEGRAL VACUUM BREAKER PORTS. PROVIDE DISTRIBUTION UNIT FOR MULTIPLE FLOOR DRAINS. PRECISION PLUMBING PRODUCTS, INC. OR EQUAL. WALL CLEANOUT, TAPER–THREAD BRONZE COUNTERSUNK PLUG, STAINLESS STEEL SHALLOW COVER AND SCREW. PROVIDE WITH CAST IRON CLEANOUT TEE WHERE MOUNTED ON RISERS. ZURN MODEL Z-1446 OR EQUAL BY JAY R. SMITH, WADE, OR JOSAM. FRESH AIR INLET TO BE 4" UNLESS NOTED OTHERWISE. INLET TO TERMINATE A MIMINUM OF 16" ABOVE GRADE WITH BUG–PROOF CAP. INDIRECT–FIRED WATER HEATER TO BE WEIL–MCLAIN MODEL 85 OR EQUAL, 85 GALLON, 250,000 BTUH BOILER INPUT, 310 GPH RECOVERY AT 90' RISE. PROVIDE WITH ASME RELIEF VALVE PIPED TO FLOOR. DURING EXCAVATION, MATERIAL SUITABLE FOR BACKFILLING TO BE PILED IN AN ORDERLY MANNER A SUFFICIENT DISTANCE FROM BANKS OF TRENCH TO AVOID OVERLOADING AND TO PREVENT SLIDES OR CAVE–INS. ALL EXCAVATED MATERIALS NOT REQUIRED OR UNUSABLE FOR BACKFILL TO BE REMOVED FROM SITE. SUCH SHEET PILING AND/OR SHORING TO BE DONE AS MAY BE NECESSARY FOR PROTECTION OF WORK, STRUCTURAL FOOTINGS AND FOR SAFETY OF PERSONNEL. UNLESS OTHERWISE INDICATED, EXCAVATION SHALL BE BY OPEN CUT. PROVIDE, OPERATE AND MAINTAIN PUMPS AS REQUIRED TO KEEP EXCAVATIONS FREE FROM GROUND WATER DURING EXCAVATION, INSTALLATION AND FINISHING OF PIPING AND STRUCTURES. TRENCHES TO BE OF NECESSARY WIDTH FOR PROPER LAYING OF PIPE, AND BANKS TO BE MAINTAINED IN A SAFE MANNER. BOTTOM OF TRENCHES TO BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR EACH SECTION OF PIPE ON A FULL BED FOR ENTIRE LENGTH, EXCEPT FOR PORTIONS OF PIPE SECTION WHERE IT IS NECESSARY TO EXCAVATE FOR BELL HOLES AND FOR PROPER SEALING OF PIPE JOINTS. WHENEVER WET OR OTHERWISE UNSTABLE SOIL THAT IS INCAPABLE OF PROPERLY SUPPORTING PIPE IS ENCOUNTERED IN BOTTOM OF TRENCH, SUCH SOIL SHALL BE REMOVED TO DEPTH REQUIRED AND TRENCH BACKFILLED TO PROPER GRADE WITH GRAVEL. ALL PIPE LINE TRENCHES TO BE CAREFULLY BACKFILLED WITH EXCAVATED MATERIALS, CONSISTING OF SAND OR GRAVEL, FREE FROM LARGE CLODS OF EARTH OR STONES. PROVIDE COMPACTED PIPE BEDDING TO CENTERLINE OF PIPE. ADD BACKFILL, DEPOSITED IN 8 INCH LAYERS AND THOROUGHLY AND CAREFULLY COMPACTED UNTIL PIPE HAS A COVER OF NOT LESS THAN 12 INCHES. REMAINDER OF BACKFILL MATERIAL TO THEN BE DEPOSITED IN 8 INCH LAYERS AND COMPACTED. ANY TRENCHES IMPROPERLY BACKFILLED SHALL BE REOPENED TO DEPTH REQUIRED FOR PROPER COMPACTION, THEN REFILLED AND COMPACTED WITH SURFACE RESTORED TO REQUIRED GRADE AND COMPACTION. COMPACTION TO BE 95 PERCENT MAXIMUM DRY DENSITY. INSTALLATION: ALL PIPING TO BE RUN CONCEALED EXCEPT WHERE NOTED OTHERWISE. ALL ABOVE GROUND PIPING TO BE INSTALLED AS CLOSELY AS POSSIBLE TO WALLS, CEILINGS, BEAMS, EQUIPMENT, COLUMNS, ETC., CONSISTENT WITH PROPER SPACE ALLOWANCE FOR COVERING AND REMOVAL OF PIPES. ROUTING OF PIPING ON PLANS IS DIAGRAMMATIC; CONTRACTOR TO PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO OBTAIN MINIMUM CLEARANCE FROM FINISHED FLOOR AND AVOID EXISTING & NEW OBSTRUCTIONS. PROVIDE SUITABLE ADAPTERS AT CONNECTIONS BETWEEN PIPING AND EQUIPMENT. FIELD VERIFY TYPE REQUIRED. ALL PIPING CONNECTIONS BETWEEN DISSIMILAR METALS TO INCLUDE DIELECTRIC UNIONS. KEEP WORK, FIXTURES AND MATERIALS PROTECTED AT ALL TIMES. PC TO MAKE GOOD ALL DAMAGE CAUSED EITHER DIRECTLY OR INDIRECTLY BY HIS WORKMEN. WORK SHALL BE PROPERLY PROTECTED TO PREVENT OBSTRUCTION OR DAMAGE. CLOSE PIPE OPENINGS WITH CAPS OR PLUGS DURING INSTALLATION. TIGHTLY COVER FIXTURES AND EQUIPMENT TO PROTECT AGAINST DIRT, WATER, CHEMICAL OR MECHANICAL INJURY. AT COMPLETION OF WORK, ALL PARTS OF THE INSTALLATION TO BE THOROUGHLY CLEANED AND ADJUSTED, ALL VALVES AND CONTROL DEVICES ADJUSTED FOR PROPER OPERATION AND ENTIRE PLUMBING SYSTEM TESTED AND OPERATING IN PERFECT WORKING ORDER. TESTING: CONTRACTOR SHALL TEST ALL SYSTEMS BEFORE PLACING THEM INTO SERVICE. HYDROSTATIC PRESSURE TESTS SHALL BE CONDUCTED ON ALL PIPING. ALL TEST EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR. TEST CRITERIA SHALL BE AS FOLLOWS: WATER PIPING (ALL TYPES) – 125 PSI FOR 8 HOURS DRAIN AND VENT PIPING – 10 FEET OF HEAD FOR 4 HOURS NATURAL GAS PIPING – SOAP TEST, 50 PSI FOR 2 HOURS ALL LEAKS SHALL BE REPAIRED AND SYSTEM SUCCESSFULLY RETESTED BEFORE PLACEMENT INTO SERVICE. ALL REQUIRED RETESTING SHALL BE BY THE CONTRACTOR. FLUSHING AND STERILIZATION OF POTABLE WATER LINES: CONTRACTOR SHALL PROVIDE TEMPORARY CONNECTIONS TO ALLOW FOR THOROUGH FLUSHING OF WATER MAINS PRIOR TO CONNECTION TO FAUCETS AND FITTINGS. FLUSHING SHALL BE AT A MINIMUM FLOW VELOCITY OF TWO FEET PER SECOND. AFTER FLUSHING AND RECONNECTION OF ALL FAUCETS, FITTINGS AND EQUIPMENT, ALL NEW PORTIONS OF THE SYSTEM SHALL BE STERILIZED IN ACCORDANCE WITH AWWA STANDARD C601-54 AND AS DESCRIBED HEREIN. SYSTEM TO BE FILLED WITH A SOLUTION OF NOT LESS THAN 50 PARTS PER MILLION OF CHLORINE, AND ALL VALVES, FAUCETS AND EQUIPMENT EXERCISED. SYSTEM SHALL THEN BE ALLOWED TO STAND UNDISTURBED FOR A MINIMUM OF 24 HOURS. WARNING SIGNS SHALL BE PLACED AT ALL OUTLETS DURING THE TEST PERIOD. AFTER THE TEST PERIOD, SYSTEM SHALL BE FLUSHED WITH CLEAN WATER, INCLUDING ALL VALVES, FAUCETS AND EQUIPMENT, UNTIL A RESIDUAL CHLORINE LEVEL OF NO MORE THAN 2 PARTS PER MILLION IS PRESENT. WHERE NEW WATER MAINS ARE TO BE CONNECTED TO EXISTING PIPING, PROVIDE TEMPORARY FLUSHING CONNECTIONS TO ALLOW FOR STERILIZATION AND FLUSHING TO BE PERFORMED PRIOR TO CONNECTION TO THE EXISTING SYSTEM. NEW PORTIONS SHALL BE ISOLATED TO ALLOW FOR STERILIZATION AND FLUSHING TO OCCUR WITH A MINIMUM OF SHUTDOWN TIME AND DISTURBANCE OF THE EXISTING SYSTEM. WHERE HIGH DENSITY POLYETHYLENE (HDPE) WATER PIPE IS USED, CHLORINE STERILIZATION LEVELS SHALL BE LIMITED TO 20 PARTS PER MILLION. 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IMI rr w.Awo t tftW1g 9 CONSTRUCTION PRINT JULY 1, 2016 1%7 Quality Service Since 1844 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGINEERS 22 aviation Road. Albany. New York 12206 TEL (518) 458-7040 FAX (518) 458-7049 m ustm fleher.cam SLAB ON GRADE CRAWL SPACE FIRST FLOOR DRAIN & VENT PIPING PLAN SCALE: 1 /4" = 1'-0" NORTH GENERAL NOTES: 1 • EXTEND ALL OUTSIDE CLEANOUTS 3" ABOVE GRADE. KEYED NOTES: 0 EXTEND CLEANOUT 3" ABOVE GRADE. 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New York 12205 L ------L ---� --1 - -- -------------- PAY (518) X168-7045 Li THL (518) 458-7040 i - - I meu0hiedmentleher.00m 1 18 �7 I CLINIC WAITING 1 " m —� 1 ---- 24 - - - -- LAB �J 37 PATIENT CHG/TLT T 3/4"C, 1/2"H C R LAV2 - - _ S2 FFT 1 " ---- EXIT3CORR 3/4"H MS 23 ENV RM �III�J' �►ui . It ' 1 ■ O 2" UNDER GROUND GAS PIPING, SEE GAS RISER - ELECTRIC GENERATOR, BY OTHERS 1 � G CONDUIT, BY OTHERS -- D MECHANICAL ROOM & GENERATOR GAS PIPING PLAN SCALE: 1/4* = 1'-0" MLU C WAJIL GLLAN bIOH , 0 1-1/2" WATER PORCH SERVICE, SEE DETAIL _..-_ I I I I I I =T + i 34 I --- L - ----- - EXIT VEST I 0 ------ € --------- ---— 4_1 1 " 1 CORR CORR- I Q�OFESSIOHgI M4 F'L 1 „ S3 1 "A3;S3 I GREET 3 f 1 21 I I _- - I EXAM RM 3 (OBSERV) I S� 07312a _ qT yp _ --- 1-1 /4" I j I GREET 2 F OF NEIN I I It I I I I I II I II I I I I GREET 1 I I » I I INTAKE I I U of to F 1 H, 1 H co EXAM RM 2 EXAM RM 1 N I I f I I 1 ENTRY V/ RECEP I I I I 0 0 1 I I 0 �r� LAV2 I I LAV2 " J o ,o ! Q) >S 4) ENTRY EXISTING WATER SERVICE, PORCH w FIELD VERIFY LOCATION 1/2- H,3/4 C 1 /2"H,3/4"C I �. I 0 AQa AQ/_L z In ' - 9 •VJ E= ] -j 5 MENS TLT TLT CORR WOMENS TLT_.v__ Q) PIPE WATER LINES FOR FIXTURES--- '__ __-- - J 0 ON OUTSIDE WALLS THRU FLOOR BELOW FIXTURES, TYP 6 FIXTURES SLAB O N ATTIC GRADE PIPING PIPING CRAWL SPACE FIRST FLOOR & CRAWL SPACE WATER PIPING PLAN NORTH SCALE: 1/4" = 1'-0" NORTH GENERAL NOTES: 1 • ALL EXTERIOR GAS PIPING TO BE PAINTED WITH (2) COATS RUST INHIBITIVE PRIMER AND (2) COATS RUST INHIBITIVE ENAMEL. KEYED NOTES: O1 CONTINUE ON WATER HEATER DETAIL. 2O COORDINATE PLUMBING PIPING ROUTING WITH HEATING PIPING (HWS & HWR) IN ATTIC AND MECHANICAL ROOM, HEATING PIPING BY MC. 3O PROVIDE ISOLATION VALVE BETWEEN NFHB AND HB. EXTEND NFHB INTO MECHANICAL ROOM TO PROTECT FROM FREEZING. O INSTALL METRAFLEX "METRALOOP" FLEXIBLE EXPANSION LOOP, MODEL MLS SERIES 300 (1-1/2" MOVEMENT), LOOP SIZE TO MATCH PIPE SIZE. INSTALL PIPE GUIDE ON EACH SIDE OF LOOP. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 5O 1/2" TPV1, TRAP PRIMER & DRIP LEG TO FLOOR DRAIN. Q 0 Z El VJ 1—I Li tt�+_ DATE: 7/1/16 CHECKED BY DSW/SCD PROJECT N0. I 1512 FIRST FLOOR & CRAWL SPACE WATER PIPING PLAN FFA #77371 P-5 U n U C_ U Q C 0 0 U U 75 0 n r� O N n 0 U LIGHTING FIXTURE SCHEDULE LABEL TYPE DESCRIPTION LAMPS VOLTS BALLAST MOUNT MANUFACTURER A FLUOR 4' SURFACE MOUNTED WRAPAROUND FLUORESCENT (2) (2) 32W T8 MVOLT ELECTRONIC SURFACE LITHONIA 'LB' SERIES OR APPROVED EQUAL © 4 LAMP WITH ACRYLIC PRISMATIC DIFFUSER 0 1 12G .75 Al FLUOR 4' SURFACE MOUNTED WRAPAROUND FLUORESCENT (3) (3) 32W T8 MVOLT ELECTRONIC SURFACE LITHONIA 'LB' SERIES OR APPROVED EQUAL 23 3 LAMP WITH ACRYLIC PRISMATIC DIFFUSER ❑w H HAVE THE ENTIRE ELECTRICAL INSTALLATION INSPECTED BY THE NYBFU OR OTHER APPROVED 1 12G .75 A2 FLUOR 4' SURFACE MOUNTED WRAPAROUND FLUORESCENT (2) (2) 32W T8 MVOLT ELECTRONIC SURFACE LITHONIA 'LB' SERIES OR APPROVED EQUAL ® . LAMP WITH ACRYLIC PRISMATIC DIFFUSER, PANELBOARDS (208V): SQUARE D NQOD-SERIES, GE AQ -SERIES, CUTLER -HAMMER PRLI a -SERIES, OR 1 12G .75 PROVIDE ELECTRICAL DEMOLITION AND REMOVALS AS REQUIRED BY SITE CONDITIONS. EQUAL WITH MIN 10kAIC BOLT -ON CIRCUIT BREAKERS. STEP -DIMMING BALLAST. Mounted horizontally 6" Above Counter O4 2 12 PRIOR TO EXCAVATION, PROVIDE EROSION CONTROL IN ALL AREAS WHERE SOIL IS EXPOSED. EROSION B FLUOR 4' CHAIN HUNG INDUSTRIAL FLUORESCENT (2) LAMP (2) 32W T8 MVOLT ELECTRONIC CHAIN LITHONIA 'L' SERIES OR APPROVED EQUAL w 1 WITH WIRE GUARD. 1.25 STAMPED COPIES ARE RETURNED. PROVIDE SUBMITTALS COVERING: LIGHTING FIXTURES, WIRING DEVICES, 1 HUNG .75 D LED 6" LED DIMMABLE DOWNLIGHT RATED FOR 1000 18W LEDS MVOLT DIMMABLE RECESSED LITHONIA 'LDN6' SERIES OR APPROVED EQUAL EXCAVATIONS NEAR BUILDINGS AND AROUND EXISTING UTILITIES SHALL BE BY HAND. CONTRACTOR WILL 1 LUMENS AT 18 WATTS, MATTE WHITE REFLECTOR, 1000 LUMENS 1 1ON 27 4 3500K COLOR TEMPERATURE. RATED FOR DAMP Conduit - -- - --- - C 1 12G .75 Flow Switch - 1 LOCATION. 1.25 O6 6 12 100 AMPERES 120/240 VOLTS, SINGLE PHASE. REMOVE TEMPORARY ELECTRICAL SYSTEM WHEN D -EM LED SAME AS TYPE D WITH EMERGENCY BALLAST 18W LEDS MVOLT EMERGENCY RECESSED LITHONIA 'LDN6' SERIES OR APPROVED EQUAL G 1 6G 1000 LUMENS O7 BALLAST 12 NATURAL GAS FUELED, 3.OL WITH UPSIZED ALTERNATOR. SOUND LEVEL 1 TYPE WEATHER PROOF 1 L 6" LED D WN IGT IT R U OPAL G SS DRAWINGS AND MAINTENANCE MANUALS DESCRIBING THE EQUIPMENT INSTALLED. L - S D IL S LI T IE 6A 4' SE IES 0 A PR V PROVIDE A ONE YEAR WARRANTY ON MATERIALS AND LABOR, TO BEGIN WHEN ALL PUNCHLIST ITEMS 1 CYLINDRICAL SHADE WITH 27W LIGHT ENGINE, 3500K 2.0 O8 HAVE BEEN RESOLVED TO THE SATISFACTION OF THE ENGINEER AND THE OWNER. TRANSFER SWITCH: EQUAL 30 4 COLOR TEMPERATURE. 150A 3 -POLE, 4 -WIRE 120/208V AUTOMATIC TRANSFER SWITCH WITH SOLID NEUTRAL. PROVIDE WITH USE SCHEDULE 80 PVC RACEWAY FOR ALL UNDERGROUND INSTALLATIONS EXCEPT WHERE NOTED MATERIALS: DW LED 6" LED WALLWASHER RATED FOR 1000 LUMENS AT 18 18W LEDS 208V - RECESSED LITHONIA 'LDN6' SERIES OR APPROVED EQUAL 31 3 WATTS, MATTE WHITE REFLECTOR, 3500K COLOR 1000 LUMENS Above Finished Floor 1 1 OG .75 1 TEMPERATURE. RATED FOR DAMP LOCATION. 2.0 10 3 10 F FLUOR 41 x 2-3/4"D x 4-5/16H WALL MOUNTED (2) 32W T8 MVOLT ELECTRONIC WALL LITE CONTROL 'MOD 22' SERIES OR APPROVED Down -- -- 1 FLUORESCENT UP/DOWN LIGHT WITH SOFT GLOW LENS 2.0 11 4 MOUNT EQUAL 33 4 ON DOWNLIGHT. SINGLE LAMP UP, SINGLE LAMP DOWN RACEWAYS. PVC FOR ALL RACEWAYS CONCEALED IN GRADE OR CONCRETE CONSTRUCTION. GRSC FOR 1 10G .75 L-1 LED LED FULL CUTOFF AREA/FLOOD 19"W x 191 x 3.8"D 215W LED 208V - POLE CREE 'OSQ' SERIES OR APPROVED EQUAL WITH 34 3 PARKING LOT POLE LIGHT WITH TYPE 5 SHORT OPTICS, 4000K 1 MOUNT COMPATIBLE POLE EQUIPMENT. 1 8.1" DIRECT ARM MOUNT, 4000K COLOR TEMPERATURE, 2.5 13 7 10 35 4 22500 LUMENS, COLOR BLACK. PROVIDE WITH 17' SIZE, FREE OF OBSTRUCTIONS, AND IF EQUIPPED WITH GROUNDING FITTINGS TO ESTABLISH AN PROVIDE A 6 -INCH WIDE METALLIC -CORE POLYETHYLENE TAPE, IMPRINTED 'BURIED ELECTRIC LINE 1 10G .75 EFFECTIVE GROUNDING PATH. 1 HIGH 4" SQUARE STEEL BLACK POLE AND BASE 2.5 14 8 10 36 4 COVER. BACKFILL, TAMP, AND REPAVE EXCAVATIONS WITH ASPHALT OR CONCRETE OF THE SAME GRADE AND Maximum - -- - - --- - - - 1 1 OG .75 L-2 LED LED WALL MOUNTED SLIM PROFILE CAST ALUMINUM 50W LED 208V - WALL CREE 'SEC-EDG' SERIES OR APPROVED EQUAL 37 4 FIXTURE, 18.3"W x 9.9"L x 4.1"D, 20 LEDs WITH TYPE 4000K 1 MOUNT 1.0 Not Applicable - - --- 1 3 MEDIUM OPTICS, 700ma DRIVER, 3466 LUMENS, 2.5 16 3 8 38 3 4000K COLOR TEMPERATURE, INTEGRAL PHOTOCELL. NIC RECEPTACLES: 1 l OG 1.0 # 1 COORDINATE MOUNTING HEIGHT WITH ARCHITECT. 2.5 17 4 8 PROVIDE TYPED DIRECTORIES FOR ALL NEW PANELBOARDS. PROVIDE ENGRAVED LABELS, RIVETED TO ALL 39 LED EMERGENCY EXIT SIGN; PRECISION MOLDED LED MVOLT -- CEILING OR LITHONIA 'LOM' SERIES OR APPROVED EQUAL 20A, SPECIFICATION GRADE HUBBELL, LEVITON, PASS & SEYMOUR, OR EQUAL. 1 THERMOPLASTIC HOUSING, IMPACT AND SCRATCH 3.0 18 OCCUPANCY SENSORS: WALL ® 4 RESISTANT, CORROSION PROOF , UV STABILIZED, RED PANELS, METER SOCKET ENCLOSURES, AND MOTOR CONTROL CENTERS, SIZED AND LOCATED SO AS TO Normally Closed -- - -- --- NC BE CLEARLY READABLE AT A DISTANCE OF FIVE FEET, TO QUALIFIED PERSONS EXAMINING, ADJUSTING, `WARNING 1 LETTERS. NICAD BATTERY AND CHARGER. NUMBER OF 3.0 19 2 6 41 4 FACES AND ARROWS AS SHOWN ON PLANS, SELF 1 6G 1.0 1 DIAGNOSTICS. 4.0 20 3 6 42 HALOGEN 6V EMERGENCY LIGHTING UNIT, SEALED 90 MINUTE (2) 12W MVOLT -- WALL DUAL LITE 'CVE' SERIES 1 NICKEL CADMIUM BATTERY, WHITE THERMOPLASTIC 4.0 21 4 6 OR APPROVED EQUAL 43 8 HOUSING, SELF DIAGNOSTICS, WALL MOUNTED 1 6G 1.25 NOTES: 1. PROVIDE FIXTURE WHIPS FOR ALL FIXTURES REQUIRING THEM. 2. PROVIDE LAMPING FOR ALL FIXTURES. 3. LAMP DESIGNATIONS ARE GE; EQUIVALENTS BY SYLVANIA, PHILLIPS OR VENTURE ARE ACCEPTABLE. 4. LIGHTING FIXTURE FINISHES SHALL BE VERIFIED BY ARCHITECT PRIOR TO ORDERING FIXTURES. 5. REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS, UNLESS NOTED OTHERWISE. 6. CONTRACTOR SHALL VERIFY CEILING TYPES FOR FIXTURES PRIOR TO ORDERING FIXTURES. 7. PROVIDE LUMINAIRE DISCONNECTS FOR ALL INTERIOR FLUORESCENT TYPE FIXTURES, T&B STA-KON, IDEAL POWERPLUG, WAGO LUMI-NUTS. 8. CONTRACTOR SHALL PROVIDE DIMMING BALLASTS FOR FIXTURES AS INDICATED ON DRAWINGS. 9. UNLESS OTHERWISE NOTED, ALL LAMPS SHALL BE 3500K COLOR TEMPERATURE, 80CRI. ELECTRICAL SYMBOLS LIST WIRING Feeder or branch circuits Above ceiling or exposed - Underfloor, underground or in wall ------ Circuit wiring type Panel & circuit I.D. Type11 unless otherwise Homerun # noted ???? /- # of circuits (20/2) Circuit breaker, (20/1) unless otherwise noted LIGHTING Fluorescent or LED -- - - - Fluorescent or LED on Night Light Circuit Fluorescent, Incandescent, or HID - - - WALL Q CLG O Exit - - --- - - WALL CLG WALL CLG 0 Emergency - - WALL CLG Oeq PANELBOARDS (PLAN VIEW) (120/208) VOLT -_ - -- - - LOCAL SWITCHES Single pole - - - Threeway -- Fourway -- - Dimmer - - -- - Motor overload -- - - Occupancy Sensor OUTLETS Convenience outlets 1'-6" mounting height - On emergency circuit - -- --- -- Special mounting height - - - - Ceiling mounted outlet - - -- Quad outlet, 1'-6" mounting height Special purpose (see specification) Special purpose (on emergency circuit) Telephone/Data WALL Q FL Television outlet - - - JUNCTION BOXES Power Data EQUIPMENT Motor -- --- Disconnect switch Motor starter -- - - - Combination motor starter ---- C�... '1_L -_ OE GENERAL: CIRCUIT WIRING TABLE -X-X- �-- WIRES- CONDUIT EXCAVATION FOR NEW UNDERGROUND RACEWAYS MAY CROSS BOTH KNOWN AND UNKNOWN BURIED -WIRES- CONDUIT TYPE NO. SIZE SIZE TYPE NO. SIZE SIZE O1 2 12 Q) © 4 6 0 1 12G .75 Electric Water Cooler 1 6G 1.25 O2 3 12 23 3 4 ❑w H HAVE THE ENTIRE ELECTRICAL INSTALLATION INSPECTED BY THE NYBFU OR OTHER APPROVED 1 12G .75 WP 1 8G 1.25 O 4 12 SWITCHGEAR AND TRANSFORMERS: ® . PANELBOARDS (208V): SQUARE D NQOD-SERIES, GE AQ -SERIES, CUTLER -HAMMER PRLI a -SERIES, OR 1 12G .75 PROVIDE ELECTRICAL DEMOLITION AND REMOVALS AS REQUIRED BY SITE CONDITIONS. EQUAL WITH MIN 10kAIC BOLT -ON CIRCUIT BREAKERS. Mounted horizontally 6" Above Counter O4 2 12 PRIOR TO EXCAVATION, PROVIDE EROSION CONTROL IN ALL AREAS WHERE SOIL IS EXPOSED. EROSION 25 2 2 240V FUSIBLE DISCONNECT SWITCHES: SQUARE D, GE, CUTLER -HAMMER, OR EQUAL. CONTROL SHALL CONSIST OF SILT FENCING DOWNSLOPE FROM AREAS OF GRADING, AND STRAW BALE 1 1 ON PROPOSED EQUIPMENT, FOR REVIEW BY THE ENGINEER. DO NOT ORDER FROM SUPPLIERS UNTIL w 1 2G 1.25 STAMPED COPIES ARE RETURNED. PROVIDE SUBMITTALS COVERING: LIGHTING FIXTURES, WIRING DEVICES, 1 12G .75 26 3 2 O5 3 12 FURNISH WITH DUAL ELEMENT RK -5 200kAIC TIME DELAY FUSES. EXCAVATIONS NEAR BUILDINGS AND AROUND EXISTING UTILITIES SHALL BE BY HAND. CONTRACTOR WILL 1 2G 1.25 1 1ON 27 4 2 Conduit - -- - --- - C 1 12G .75 Flow Switch - 1 2G 1.25 O6 6 12 100 AMPERES 120/240 VOLTS, SINGLE PHASE. REMOVE TEMPORARY ELECTRICAL SYSTEM WHEN 28 4 2 GRSC BUILDING ELECTRICAL SYSTEM IS FUNCTIONAL. 1 12G .75 G 1 6G 1.25 O7 6 12 NATURAL GAS FUELED, 3.OL WITH UPSIZED ALTERNATOR. SOUND LEVEL 1 TYPE WEATHER PROOF 29 3 1/0 DRAWINGS AND MAINTENANCE MANUALS DESCRIBING THE EQUIPMENT INSTALLED. ENCLOSURE. PROVIDE WITH REMOTE ANNUNCIATOR, BATTERY CHARGER AND ENGINE BLOCK HEATER. 1 12G .75 PROVIDE A ONE YEAR WARRANTY ON MATERIALS AND LABOR, TO BEGIN WHEN ALL PUNCHLIST ITEMS 1 6G 2.0 O8 HAVE BEEN RESOLVED TO THE SATISFACTION OF THE ENGINEER AND THE OWNER. TRANSFER SWITCH: 30 4 1/0 150A 3 -POLE, 4 -WIRE 120/208V AUTOMATIC TRANSFER SWITCH WITH SOLID NEUTRAL. PROVIDE WITH USE SCHEDULE 80 PVC RACEWAY FOR ALL UNDERGROUND INSTALLATIONS EXCEPT WHERE NOTED MATERIALS: MICROPROCESSOR CONTROLLER WITH INPUT/OUTPUT CONTACTS. ASCO 7000 SERIES OR EQUAL. 1 6G 2.0 O9 2 10 31 3 2/0 BUILDING WALLS AND FLOORS. Above Finished Floor 1 1 OG .75 1 6G 2.0 10 3 10 32 4 2/0 Diameter - DIA 1 10G .75 Down -- -- 1 6G 2.0 11 4 10 EXCEPT WHERE SHOWN OTHERWISE, USE MINIMUM 0.75" EMT WITH STEEL COMPRESSION FITTINGS FOR 33 4 2/0 RACEWAYS. PVC FOR ALL RACEWAYS CONCEALED IN GRADE OR CONCRETE CONSTRUCTION. GRSC FOR 1 10G .75 --- ELEV 1 4G 2.0 12 6 10 CONSTRUCTION ALREADY IN PLACE. 34 3 4/0 USE FLEXIBLE LIQUID -TIGHT CONDUIT FOR FINAL CONNECTIONS TO ALL TRANSFORMERS AND MOTORIZED 1 10G .75 EQUIPMENT. 1 4G 2.5 13 7 10 35 4 4/0 SIZE, FREE OF OBSTRUCTIONS, AND IF EQUIPPED WITH GROUNDING FITTINGS TO ESTABLISH AN PROVIDE A 6 -INCH WIDE METALLIC -CORE POLYETHYLENE TAPE, IMPRINTED 'BURIED ELECTRIC LINE 1 10G .75 EFFECTIVE GROUNDING PATH. 1 4G 2.5 14 8 10 36 4 4/0 BACKFILL, TAMP, AND REPAVE EXCAVATIONS WITH ASPHALT OR CONCRETE OF THE SAME GRADE AND Maximum - -- - - --- - - - 1 1 OG .75 THICKNESS AS UNDISTURBED PAVING. RESTORE CURBING AND SIDEWALKS TO ORIGINAL CONDITION. 1 4G 2.5 15 2 8 MTD 37 4 4/0 1 8G 1.0 Not Applicable - - --- 1 2G 2.5 16 3 8 38 3 250 NIC RECEPTACLES: 1 l OG 1.0 # 1 4G 2.5 17 4 8 PROVIDE TYPED DIRECTORIES FOR ALL NEW PANELBOARDS. PROVIDE ENGRAVED LABELS, RIVETED TO ALL 39 4 250 LIGHT SWITCHES: PANELBOARDS AND OTHER ELECTRICAL EQUIPMENT. INCLUDE FUSE SIZE AND LOAD -SERVED 1 8G 1.0 20A, SPECIFICATION GRADE HUBBELL, LEVITON, PASS & SEYMOUR, OR EQUAL. 1 4G 3.0 18 OCCUPANCY SENSORS: PROVIDE ARC FLASH WARNING LABELS ON ALL SWITCHBOARDS, PANELBOARDS, INDUSTRIAL CONTROL 40 4 250 PANELS, METER SOCKET ENCLOSURES, AND MOTOR CONTROL CENTERS, SIZED AND LOCATED SO AS TO Normally Closed -- - -- --- NC BE CLEARLY READABLE AT A DISTANCE OF FIVE FEET, TO QUALIFIED PERSONS EXAMINING, ADJUSTING, `WARNING 1 2G 3.0 19 2 6 41 4 500 1 6G 1.0 1 3G 4.0 20 3 6 42 4 500 1 8G 1.0 1 1 /OG 4.0 21 4 6 43 8 500 1 6G 1.25 2 1 /OG 2-4.0 MATERIALS (CONTINUED): EC SHALL PROVIDE OUTDOOR CT/VT ENCLOSURE, METER SOCKET AND TEST SWITCH AND ALL REQUIRED CONDUIT PER NATIONAL GRID ELECTRICAL INSTALLATION REQUIREMENTS. UTILITY METER, CTs AND VTs BY UTILITY. VERIFY ALL METERING AND ELECTRICAL SERVICE INSTALLATION REQUIREMENTS WITH NATIONAL GRID. PROVIDE POLE RISER AT BASE OF EXISTING UTILITY POLE PER NATIONAL GRID STANDARDS. FPANELCOORDINATE WITHNATIONAL GRID. ELECTRICAL SPECIFICATIONS GENERATOR REMOTE 150A ANNUNCIATOR. LOCATE ATS IN INTAKE AREA, SEE PLAN, VERIFY EXACT LOCATION WITH OWNER. 30 PANEL EPP �'v�GROUND PER NEC REQUIREMENTS (4) 3/0 IN 2-1/2" UNDERGROUND CONDUIT ONE -LINE DIAGRAM NO SCALE EXCAVATION: 30kW 120/208/30 GENERATOR 125A n G M PROVIDE (3) 1" CONDUITS, (1) 2" CONDUIT UNDERGROUND TO GENERATOR FOR JACKET HEATER, BATTERY CHARGER, CONTROLS AND REMOTE ANNUNCIATOR IN ADDITION TO FEEDER CONDUITS. PROVIDE FEEDERS TO BLOCK HEATER & BATTERY CHARGER, SEE SITE PLAN. Demolition of work OR -X-X- FURNISH ALL MATERIALS AND LABOR TO PROVIDE CONSTRUCTION SHOWN ON THE ELECTRICAL DRAWINGS DIMMERS: EXCAVATION FOR NEW UNDERGROUND RACEWAYS MAY CROSS BOTH KNOWN AND UNKNOWN BURIED Demolition of work U AND AS DESCRIBED HEREIN. LUTRON NF -10-120 OR AS RECOMMENDED BY SUPPLIER TO OPERATE DIMMABLE BALLASTS UTILITIES. LOCATIONS SHOWN FOR ANY EXISTING UNDERGROUND UTILITIES OR OTHER INSTALLATIONS ARE ---__ _- ____--_- _ _ ® U) PROVIDED BY LIGHTING FIXTURE MANUFACTURER. SUPPLIED ONLY AS A GUIDE AND ARE NOT NECESSARILY KNOWN TO BE ACCURATE. CONTRACTOR IS TO SUBSCRIPTS Q) ALL WORK IS TO BE STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (LATEST EDITION), THE ry FIELD VERIFY ALL DIMENSIONS, ALIGNMENTS, AND SITE CONDITIONS. 0 NEW YORK STATE HEALTH CODE, O.S.H.A., THE AMERICANS WITH DISABILITIES ACT, AND ALL OTHER FACEPLATES FOR ALL DEVICES SHALL BE WHITE PLASTIC. I) Electric Water Cooler EWC APPLICABLE STATE AND LOCAL CODES GOVERNING THIS TYPE OF INSTALLATION. c� ROUTES SHOWN ARE SCHEMATIC, TO IDENTIFY CIRCUITS AND TERMINATION POINTS ONLY, AND NOT Ground Fault Interrupting --- - - - GFI LIGHTING FIXTURES: NECESSARILY TO DETERMINE THE EXCAVATION PATH TO BE FOLLOWED. Z ❑w H HAVE THE ENTIRE ELECTRICAL INSTALLATION INSPECTED BY THE NYBFU OR OTHER APPROVED REFER TO LIGHTING FIXTURE SCHEDULE. Weatherproof -- -- - ---- --- WP INSPECTION AGENCY AND PRESENT CERTIFICATE OF INSPECTION TO THE OWNER'S REPRESENTATIVE AT CONTRACTOR SHALL CLEAR EXISTING ELEMENTS THAT ARE IN CONFLICT WITH PROPOSED NEW Clock - -- - - -- --- CL THE CONCLUSION OF THE PROJECT. SWITCHGEAR AND TRANSFORMERS: UNDERGROUND CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, FENCES, PAVEMENTS, VEGETATION, PANELBOARDS (208V): SQUARE D NQOD-SERIES, GE AQ -SERIES, CUTLER -HAMMER PRLI a -SERIES, OR SIGNAGE, AND OTHER MISCELLANEOUS SITE FEATURES. Mounted horizontally in Baseboard BB PROVIDE ELECTRICAL DEMOLITION AND REMOVALS AS REQUIRED BY SITE CONDITIONS. EQUAL WITH MIN 10kAIC BOLT -ON CIRCUIT BREAKERS. Mounted horizontally 6" Above Counter AC Lw PRIOR TO EXCAVATION, PROVIDE EROSION CONTROL IN ALL AREAS WHERE SOIL IS EXPOSED. EROSION PROVIDE CATALOG CUTS OR MANUFACTURER'S SHOP FABRICATION DRAWINGS, MARKED TO IDENTIFY 240V FUSIBLE DISCONNECT SWITCHES: SQUARE D, GE, CUTLER -HAMMER, OR EQUAL. CONTROL SHALL CONSIST OF SILT FENCING DOWNSLOPE FROM AREAS OF GRADING, AND STRAW BALE Existing to remain - - - -- - E PROPOSED EQUIPMENT, FOR REVIEW BY THE ENGINEER. DO NOT ORDER FROM SUPPLIERS UNTIL w FILTRATION AT ALL DRAINAGE STRUCTURES, IN ACCORDANCE WITH THE SOIL CONSERVATION SERVICE, U.S. ELECTRICAL ABBREVIATIONS STAMPED COPIES ARE RETURNED. PROVIDE SUBMITTALS COVERING: LIGHTING FIXTURES, WIRING DEVICES, 600V FUSIBLE DISCONNECT SWITCHES: SQUARE D, GE, CUTLER -HAMMER, OR EQUAL. DEPARTMENT OF AGRICULTURE. NEW PANELBOARDS, DISCONNECT SWITCHES, MOTOR STARTERS, AND FUSES. Breaker ---- ---------- BKR FURNISH WITH DUAL ELEMENT RK -5 200kAIC TIME DELAY FUSES. EXCAVATIONS NEAR BUILDINGS AND AROUND EXISTING UTILITIES SHALL BE BY HAND. CONTRACTOR WILL Circuit CKT ARRANGE FOR TEMPORARY ELECTRICAL POWER AND LIGHTING THROUGHOUT THE CONSTRUCTION AREA AS BE HELD RESPONSIBLE FOR ALL COSTS TO REPAIR DAMAGE TO EXISTING UNDERGROUND INSTALLATIONS REQUIRED BY O.S.H.A. AND OTHER AUTHORITIES. ASSUME ALL RESPONSIBILITY FOR COMPLIANCE WITH 600V N/F DISCONNECT SWITCHES: SQUARE D, GE, CUTLER -HAMMER, OR EQUAL. AND UTILITIES CAUSED BY ITS EXCAVATIONS. Conduit - -- - --- - C REGULATIONS AND PAY ALL RELATED COSTS EXCEPT OWNER WILL PAY COST FOR POWER FURNISHED Flow Switch - - FS FROM A PERMANENTLY -INSTALLED METER. TEMPORARY ELECTRIC SERVICE SHALL BE NOT LESS THAN GENERATOR: NO TRENCHES, PITS, OR PULLBOXES SHALL BE LEFT FT OPEN OVERNIGHT. PROVIDE CONTINUOUS 100 AMPERES 120/240 VOLTS, SINGLE PHASE. REMOVE TEMPORARY ELECTRICAL SYSTEM WHEN GENERATOR SHALL BE STANDBY DUTY RATED AT 30 kW, 208V, 3-PHASE, 60 HERTZ INCLUDING SUPERVISION, BARRICADES, GUARDRAILS, COVERS, OTHER PROTECTIVE STRUCTURES AROUND ALL Galvanized rigid steel conduit GRSC BUILDING ELECTRICAL SYSTEM IS FUNCTIONAL. RADIATOR FAN AND ALL PARASITIC LOADS. GENERATOR SET SHALL BE SIZED TO OPERATE AT THE EXCAVATION DURING NORMAL WORKING HOURS. Ground - - - --- - - ------ G SPECIFIED LOAD AT MAXIMUM AMBIENT OF 10OF AND ALTITUDE OF 1000 FEET. THE ENGINE SHALL BE PROVIDE THREE BOUND COPIES OF INSTRUCTION MANUALS, PARTS LISTS, WIRING DIAGRAMS, EQUIPMENT NATURAL GAS FUELED, 3.OL WITH UPSIZED ALTERNATOR. SOUND LEVEL 1 TYPE WEATHER PROOF EXCAVATE AND GRADE TRENCHES, THEN TAMP EARTH WITH MECHANICAL TAMPING MACHINE BEFORE Pair PR DRAWINGS AND MAINTENANCE MANUALS DESCRIBING THE EQUIPMENT INSTALLED. ENCLOSURE. PROVIDE WITH REMOTE ANNUNCIATOR, BATTERY CHARGER AND ENGINE BLOCK HEATER. INSTALLING RACEWAYS. Shielded -- --- - -- SH PROVIDE A ONE YEAR WARRANTY ON MATERIALS AND LABOR, TO BEGIN WHEN ALL PUNCHLIST ITEMS KOHLER 30REZG 4P7 OR EQUAL. SAW CUT CURBING, PAVING AND CONCRETE AS REQUIRED. Twisted TW HAVE BEEN RESOLVED TO THE SATISFACTION OF THE ENGINEER AND THE OWNER. TRANSFER SWITCH: Transformer - --- -- -- -- XFMR 150A 3 -POLE, 4 -WIRE 120/208V AUTOMATIC TRANSFER SWITCH WITH SOLID NEUTRAL. PROVIDE WITH USE SCHEDULE 80 PVC RACEWAY FOR ALL UNDERGROUND INSTALLATIONS EXCEPT WHERE NOTED MATERIALS: MICROPROCESSOR CONTROLLER WITH INPUT/OUTPUT CONTACTS. ASCO 7000 SERIES OR EQUAL. OTHERWISE. TRANSITION TO GALVANIZED RIGID STEEL CONDUIT FOR ALL ELBOWS, SWEEPS, RISERS TO GENERAL ABBREVIATIONS DEVICES, JUNCTION BOXES, OR BUILDING PENETRATIONS, AND FOR ALL PENETRATIONS THROUGH ALL WIRE IS TO BE NEW. EXCEPT WHERE SHOWN OTHERWISE, USE MINIMUM 12 AWG, 600 VOLT THHN BUILDING WALLS AND FLOORS. Above Finished Floor AFF OR XHHW-INSULATED, COPPER CONDUCTOR WIRE FOR ALL FEEDER, BRANCH, AND CONTROL WIRING. INSTALLATION: Ceiling --- --- - ---- CLG ALUMINUM WIRE, TYPE AC CABLE, AND ABOVE GROUND PVC CONDUIT ARE PROHIBITED. MC CABLE IS USE 90'C THWN-2 OR XHHW-2 INSULATED WIRE FOR ALL UNDERGROUND INSTALLATIONS EXCEPT PERMITTED. MC CABLE, WHERE USED, SHALL BE HEALTH CARE FACILITY -RATED (HCF-90) WITH FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. COORDINATE FINAL LOCATIONS FOR ALL EQUIPMENT WHERE SHOWN OTHERWISE. Diameter - DIA INSULATED GREEN GROUNDING CONDUCTOR. WITH OTHER TRADES. LOCATE LIGHTING FIXTURES AS SHOWN ON ARCHITECT'S FINAL REFLECTED CEILING PAINT ALL UNDERGROUND COUPLINGS BETWEEN PVC AND GALVANIZED RIGID STEEL RACEWAYS, AND ALL Down -- -- DN PLAN. REVIEW ALL NEW CIRCUITS WITH OWNER'S REPRESENTATIVE. COUPLINGS BETWEEN SECTIONS OF GALVANIZED RIGID STEEL RACEWAYS WITH A TAR OR ASPHALT -BASED . Drawing -- --- - - - --- - -- - DWG EXCEPT WHERE SHOWN OTHERWISE, USE MINIMUM 0.75" EMT WITH STEEL COMPRESSION FITTINGS FOR MATERIAL TO SEAL THE JOINT WATERTIGHT. RACEWAYS. PVC FOR ALL RACEWAYS CONCEALED IN GRADE OR CONCRETE CONSTRUCTION. GRSC FOR CONCEAL ALL RACEWAYS EXCEPT IN UNFINISHED SPACES. CUT, CHANNEL, PATCH, AND PAINT SURFACES Elevation - -- ------ - - --- ELEV ALL EXTERIOR RACEWAYS. AS REQUIRED TO INSTALL RACEWAYS AND BACKBOXES IN EXISTING CONSTRUCTION OR IN NEW LOCATE RACEWAYS A MINIMUM OF 30 INCHES BELOW GRADE AT ALL LOCATIONS AND PITCH AWAY FROM Existing -- -- EXIST/(E) CONSTRUCTION ALREADY IN PLACE. BUILDINGS. SEAL THE INTERIORS OF ALL RACEWAYS TERMINATING IN BUILDINGS TO PREVENT MIGRATION USE FLEXIBLE LIQUID -TIGHT CONDUIT FOR FINAL CONNECTIONS TO ALL TRANSFORMERS AND MOTORIZED OF MOISTURE INTO BUILDING ELECTRICAL EQUIPMENT. WEATHERSTOP ALL BUILDING PENETRATIONS AND Feet FT EQUIPMENT. MAINTAIN CONTINUITY TO DOWNSTREAM EQUIPMENT AND DEVICES NOT AFFECTED BY THE NEW FIRESTOP ALL WALL PENETRATIONS WITHIN BUILDINGS. Floor -- -- - FL CONSTRUCTION. REMOVE WIRING TO POINT OF ORIGIN. EXISTING RACEWAYS MAY BE REUSED IF PROPER CONCEALED DEVICE BOXES SHALL BE GALVANIZED STEEL, KNOCKOUT TYPE, SIZE SUITABLE FOR THE SIZE, FREE OF OBSTRUCTIONS, AND IF EQUIPPED WITH GROUNDING FITTINGS TO ESTABLISH AN PROVIDE A 6 -INCH WIDE METALLIC -CORE POLYETHYLENE TAPE, IMPRINTED 'BURIED ELECTRIC LINE Horsepower - --- -- --- - - HP APPLICATION. EFFECTIVE GROUNDING PATH. BELOW' (SETON PRODUCTS #57360 OR EQUAL) OVER THE ENTIRE LENGTH OF BURIED RACEWAYS. Manufacturer MFR DATA/TELEPHONE OUTLETS SHALL CONSIST OF A SINGLE -GANG BOX WITH BLANK FACEPLATE AND WITH BRANCH CIRCUIT WIRING SHALL BE 2-#12 THHN 12G IN 0.75" RACEWAY UNLESS OTHERWISE SHOWN. # # BACKFILL, TAMP, AND REPAVE EXCAVATIONS WITH ASPHALT OR CONCRETE OF THE SAME GRADE AND Maximum - -- - - --- - - - - MAX " EMPTY 3/4 EMT CONDUIT TO CRAWLSPACE OR NEAREST ACCESSIBLE CEILING SPACE. INSTALL A PROVIDE GROUNDING CONDUCTORS IN ALL RACEWAYS. THICKNESS AS UNDISTURBED PAVING. RESTORE CURBING AND SIDEWALKS TO ORIGINAL CONDITION. Minimum ---- --- ---- MIN PULLSTRING FROM BACKBOX TO CEILING SPACE. Mounted - ---- ---- - MTD EMERGENCY LIGHTING AND EXIT SIGN BRANCH WIRING SHALL BE KEPT COMPLETELY INDEPENDENT OF WHERE EXCAVATION IS THROUGH GRASSY AREAS, BACKFILL AND TAMP TO 3 INCHES BELOW FINISHED ALL EQUIPMENT AND DEVICES ARE TO BE SPECIFICATION GRADE. WHERE EQUIPMENT AND DEVICES ARE OTHER WIRING, SHARING NO RACEWAYS, BACKBOXES OR PULLBOXES EXCEPT WITH EACH OTHER. GRADE. PROVIDE 3 INCHES TOPSOIL, SEED AND FERTILIZE. Not Applicable - - --- N/A DESCRIBED BY MODEL NUMBER, OWNER INTENDS NO SUBSTITUTION OF EQUIVALENT PRODUCTS. SEAL ALL RACEWAYS PASSING THROUGH FLOORS, WALLS, FIRE AND SMOKE PARTITIONS WITH APPROVED Not In Contract NIC RECEPTACLES: METHODS, FITTINGS, AND COMPOUNDS THAT MAINTAIN ANY SMOKE OR FIRE RATINGS. Number # 20A, SPECIFICATION GRADE HUBBELL, LEVITON, PASS & SEYMOUR, OR EQUAL. PROVIDE TYPED DIRECTORIES FOR ALL NEW PANELBOARDS. PROVIDE ENGRAVED LABELS, RIVETED TO ALL On Center - --- -- - OC LIGHT SWITCHES: PANELBOARDS AND OTHER ELECTRICAL EQUIPMENT. INCLUDE FUSE SIZE AND LOAD -SERVED Square Feet - - - SF 20A, SPECIFICATION GRADE HUBBELL, LEVITON, PASS & SEYMOUR, OR EQUAL. IDENTIFICATION ON LABELS FOR DISCONNECT SWITCHES, VARIABLE SPEED DRIVES, AND MOTOR STARTERS. Typical TYP OCCUPANCY SENSORS: PROVIDE ARC FLASH WARNING LABELS ON ALL SWITCHBOARDS, PANELBOARDS, INDUSTRIAL CONTROL Normally Open NO WATTSTOPPER WS120/277 V3. PANELS, METER SOCKET ENCLOSURES, AND MOTOR CONTROL CENTERS, SIZED AND LOCATED SO AS TO Normally Closed -- - -- --- NC BE CLEARLY READABLE AT A DISTANCE OF FIVE FEET, TO QUALIFIED PERSONS EXAMINING, ADJUSTING, `WARNING SERVICING, OR MAINTAINING THE EQUIPMENT. LABELS SHALL INCLUDE THE WORDS - POTENTIAL ARC FLASH HAZARD - APPROPRIATE PPE AND TOOLS REQUIRED WHEN WORKING ON THIS EQUIPMENT'. FFA #7737 Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering 13l�1il�1� t ea a11�';,u� A NAM H I 4 k ..a S N k ^?"04'37 CONSTRUCTION PRINT JULY 1, 2016 T duty seru{c. st,acs fa4t FREEDMAN FISHER ASSOCIATES, P.C. CONSWING ENGnd= 22 Aviation Rosa Albany, New York 13M TEL (618) 468-7040 !Az (618) 468-7048 man6ftl amanti her aom .0 It 0 U W 00 c - c� M N U) 4J 0 Q) C1 ry UO 0 I) r Zw c� Q) > 0 m Z 0 W .0 +-J c - c� M U 4J 0 Q) C1 ry U Z DATE: 7/1/16 CHECKED BY SC/JLM PROJECT NO. 1512 ELECTRICAL: SPECIFICATIONS, SYMBOLS LIST, LIGHTING FIXTURE SCHEDULE & DETAILS E-1 c� M U Z Zw c� ❑w H w M W H >� i(N Lw w 0 a 0o DATE: 7/1/16 CHECKED BY SC/JLM PROJECT NO. 1512 ELECTRICAL: SPECIFICATIONS, SYMBOLS LIST, LIGHTING FIXTURE SCHEDULE & DETAILS E-1 EXISTIN TELECC SERVIC U N c - C) Q 0 O U U CD C) 0 N -4 � c- 0) T Q O U ELECTRICAL SITE PLAN SCALE: 1 " = 10'-0" GENERAL NOTES: 1. CONTRACTOR SHALL SIZE CONDUIT AND CONDUCTORS FOR VOLTAGE DROP PER THE CURRENT ADOPTED VERSION OF THE NEC BASED ON LINEAR CONDUIT RUN. 2. ROUTING OF ELECTRICAL CONDUITS IS DIAGRAMMATIC ONLY. CONTRACTOR SHALL ROUTE CONDUIT AS REQUIRED BY FIELD CONDITIONS AND COORDINATE WITH OTHER SITE UTILITIES, ELECTRIC UTILITY. 3. CONDUIT SHALL BE ROUTED 2'-0" BELOW FINISHED GRADE, REFER TO CONDUIT TRENCH DETAIL. 4. CONTRACTOR SHALL COORDINATE EXACT REQUIREMENTS FOR NEW UNDERGROUND ELECTRICAL SERVICE WITH ELECTRIC UTILITY. KEYED NOTES: O PROVIDE ENCLOSURE POWER AND CONTROL CIRCUITS TO EMERGENCY GENERATOR VIA UNDERGROUND CONDUIT. REFER TO ONE—LINE DIAGRAM FOR ADDITIONAL INFORMATION. PROVIDE SPARE 1" CONDUIT BETWEEN GENERATOR ENCLOSURE AND MAIN ELECTRIC ROOM. O2 PROVIDE 10" THICK CONCRETE PAD UNDER GENERATOR, SIZED 6" LARGER THAN GENERATOR DIMENSIONS. PROVIDE #6 REINFORCING BARS ON 12" CENTERS EACH WAY. BARS SHALL CLEAR FOUNDATION SURFACES BY 3" MINIMUM. CENTER REBAR IN PAD. CONCRETE SHALL BE 3000PSI, REFER TO CONCRETE SPEC SECTION. PROVIDE 3/4" CHAMFER EDGE ALL AROUND. FOR GENERATOR PAD BASE, REMOVE TOP SOIL, FILL WITH A MINIMUM OF 18" OF GRAVEL OR AS REQUIRED FOR THE TOP OF PAD TO BE A MINIMUM OF 8" ABOVE GRADE. COMPACT GRAVEL IN 6" LAYERS. COMPACTION SHALL BE 95% MAXIMUM DRY DENSITY. PROVIDE APPROVED INDEPENDENT TESTING LABORATORY FOR COMPACTION TEST AND SUBMIT RESULTS TO ENGINEER. COORDINATE ALL STUB—UP LOCATIONS WITH REQUIREMENTS OF GENERATOR. O3 CONDUITS FROM EXISTING TELECOMMUNICATIONS PEDESTAL TO ELECTRIC ROOM FOR TELECOM UTILITY ENTRANCE, SEE ELECTRICAL UTILITY DRAWING FOR CONDUIT INFORMATION. COORDINATE WITH TELECOMMUNICATIONS UTILITY. OCONDUIT AND FEEDER FROM EXISTING UTILITY POLE TO BUILDING MOUNTED UTILITY METER SOCKET AND INTO BUILDING TO NEW ELECTRICAL SERVICE PANEL PP. COORDINATE POLE RISER, METERING AND UTILITY CONNECTION REQUIREMENTS WITH NATIONAL GRID. PROVIDE INTERMEDIATE UTILITY APPROVED HANDHOLE(S) AS UTILITY RECOMMENDS. O PROVIDE (2) #10 + #10G IN 1" CONDUIT TO BLOCK HEATER FROM PANEL EPP, CIRCUIT 32, (2) #12 + #12G IN 1" CONDUIT TO BATTERY CHARGER FROM PANEL EPP, CIRCUIT 28 IN ADDITION TO MAIN FEEDER SHOWN ON ONE—LINE DIAGRAM. VERIFY REQUIREMENTS WITH APPROVED GENERATOR SUBMITTAL. 0 1" CONDUIT WITH PULLSTRING FROM ELECTRIC ROOM SECURITY AREA TO BASE OF LIGHT POLE. CONDUIT SHALL STUB UP WITHIN BASE COVER FOR FUTURE CAMERA WIRING. WARNING TAPE BURIED 12" BELOW FINISH GRADE FINISHED GRADE 7, SOIL, CONCRETE, OR ASPHALT. REFER TO LANDSCAPE PLANS AND SPECIFICATIONS FOR FINISH GRADE REQUIREMENTS. TI=11ff TRENCH WALLS MAY BE � � '� IIE E CUT AT MAX 1:1 SLOPE_ I ABOVE SELECT FILL LINES j WHERE NECESSARY =� / / ; /�/,%—F 4" 1 7.5" ' 4" 4" 4" NUMBER AND SIZE OF CONDUITS AS INDICATED ON DRAWINGS. TYPICAL CONDUIT TRENCH DETAIL NO SCALE FFA #7737 00000 Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 If, PEAK MEET P: f,18j 792-92W -&JUS2w F jS1Vj?92-8282 at, ENS FALLS, N.Y. 12881—vkvl... gi-1j1q.M CONSTRUCTION PRINT JULY 1, 2016 A7 Quality Service Since 1944 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGINEERS 22 Avlatton Road. Albany. New York 1=6 Tn (616) 468-7040 FAX (618) 468-7043 mauOaladmane bnr.mm 0 >, ,C_ 0 U 00 Z U N U) U 0 U � � ry UO0 }- U) � U U m Z 0 >, .0 Z U U U U 0 :3 Q ry 0 Z /H(�^ VI H W [y DATE: 7/1/16 CHECKED BY SC/J LM PROJECT NO. 1512 ELECTRICAL: ELECTRICAL SITE PLAN E-2 FIRST FLOOR LIGHTING PLAN SCALE: 1/4* = 1'-0" 6 0 0 U U a 0 n o N (NORTH - - - - ------ - --- - - - 01 11L-2 GENERAL NOTES: 1. CONTRACTOR SHALL SIZE CONDUIT AND CONDUCTORS FOR VOLTAGE DROP PER THE CURRENT ADOPTED VERSION OF THE NEC BASED ON LINEAR CONDUIT RUN. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE MECHANICAL EQUIPMENT ELECTRICAL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO PLACEMENT OF ORDER OF ALL MECHANICAL EQUIPMENT. 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BID DATE AND VERIFYING THE EXACT EXTENT OF EXISTING CONDITIONS. 4. LIGHT FIXTURES SHOWN WITH A SHADED CONNECTION DOT SHALL BE NIGHT—LIGHTS, ALWAYS ON. WIRE UNSWITCHED TO ADJACENT LIGHT FIXTURE AS SHOWN. KEYED NOTES: O1 CIRCUIT ALL EXTERIOR LIGHTS TO PANEL PP1, CIRCUIT 21 (208V/1P). BUILDING MOUNTED LIGHTS (TYPE L-2) SHALL BE EQUIPPED WITH PHOTOCELL FOR DUSK TO DAWN OPERATION. SITE LIGHT POLES (TYPE L-1, SEE SITE PLAN), SIGN LIGHTS (INTEGRAL TO SIGN, SEE SITE PLAN) AND PORCH LIGHTS (TYPE D, DW) SHALL BE WIRED THRU ASTRONOMIC TIMECLOCK, COORDINATE PROGRAMMING WITH OWNER. O COORDINATE EXACT LOCATION OF TYPE 'DW', SEE ARCHITECTURAL REFLECTED CEILING PLAN. O3 PROVIDE LIGHT SWITCH FOR ATTIC LIGHTS 12" BELOW FINISHED CEILING ADJACENT TO ATTIC HATCH. PROVIDE (18) PORCELAIN SCREW BASE FIXTURES WITH 5W LED A -LAMP BULBS THROUGHOUT ATTIC -- (10) SPACED 12' APART ALONG THE NORTH -SOUTH ROOF PEAK OF THE ATTIC, (4) IN EACH OF THE (2) EAST -WEST ROOF PEAK AREAS, CIRCUIT FROM PANEL PP1, CIRCUIT 19. O PROVIDE 208V/20A RATED DIGITAL ASTRONOMIC TIMECLOCK ADJACENT TO PANEL PP1 FOR SWITCHING OF SITE LIGHTING AS NOTED IN KEYED NOTE #1. O PROVIDE LIGHT SWITCH FOR CRAWLSPACE LIGHTS ADJACENT TO CRAWLSPACE ENTRY DOORS AND POWER TO (10) PORCELAIN SCREW BASE FIXTURES WITH 5W LED A -LAMPS SPREAD EVENLY THROUGHOUT CRAWLSPACE, CIRCUIT FROM PANEL PP1, CIRCUIT 20. FFA #7737 Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering �e :b`G% f'tlt63797•ffi252 Gi}C&Sb�i�+, 4.Y.. # ac.a��twm:9ghu�trimg.�tg. CONSTRUCTION PRINT JULY 1, 2016 A7 Quality Sendoe Sinn 1944 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING MGMEW 22 Aviation Bead. Albany. New York 12808 TEL (818) 488-7040 W (818) 488-7048 mail0hredmanffihanoon U N1' 0 U 00 N C0 LI- U O O � U)ry a� > 0mz 0 >, CLc)� U) .o c- c� J a) U 4) 0 Q ry U Z W DATE: 7/1/16 CHECKED BY SC/JLM PROJECT NO. 1512 FIRST FLOOR LIGHTING PLAN E-3 c� J (� U Z W z� 0: W W V 1 (n H W W W ry w 0 0 a 00 DATE: 7/1/16 CHECKED BY SC/JLM PROJECT NO. 1512 FIRST FLOOR LIGHTING PLAN E-3 NEMA-3!j 30A/NF ACCU-1 NEMA -3R 60A/NF -4 ACCU-2 U J a_ C 0 O U U a C� 0 N PANEL ` P P' SCHEDULE: 208Y/120V 30 4W, SURFACE NEMA 1 200A MAIN BKR, 1-42 POS SECTION FEED-THRU LUGS 1 - 50/3 ACCU-1 2 - 125/3 TRANSFER SWITCH TO 'EPP' 3 - 1 1 4 - 15/2 SOUTH VESTIBULE ELEC HEAT 5 1 l 1 6 - 1 1 1 7 - 15/2 CLEAN WORK AUTOCLAVE 8 - 15/1 EF -2 9 - l j 10 - 20/1 RECOVERY/PREP BED RECEPTS 11 - 20/1 RECOVERY/PREP BED RECEPTS 12 - 20/1 RECOVERY NURSE DESK RECEPTS 13 - 20/1 RECOVERY NURSE COUNTER 14 - 20/1 RECOVERY CORRIDOR RECEPTS 15 - 20/1 LAB/MED SUPPLY RECEPTS 16 - 20/1 LAB RECEPTS 17 - 20/1 EXAM ROOM 4/5 RECEPTS 18 - 20/1 MEDS/EXAM RM 6 RECEPTS 19 - 20/1 CHARTING/NURSE COUNTER 20 - 20/1 CHARTING/NURSE DESKS 21 - 20/1 CLINIC CORR RECEPTS 22 - 20/1 EXAM RM 1/2/3 RECEPTS 23 - 20/1 EXAM RM 1/2/3 RECEPTS 24 - 15/1 EF -3 25 - 50/3 ACCU-2 26 - 15/1 EF -4 27 - 20/1 SPARE 28 - 15/1 EF -5 29 - 20/1 SPARE 30 - 15/1 MECH RM UNIT HEATER 31 - 20/1 CP1 & BOILER TO HW P3 32 - 20/1 BOILER TO HW PUMP P3 33 - 20/1 SPARE 34 - 20/1 SPARE 35 - 20/1 SPARE 36 - 20/1 SPARE 37 - 20/1 SPARE 38 - 20/1 SPARE 39 - -/- SPACE 40 - -/- SPACE 41 --/- -/- SPACE 42 - -/- SPACE 208Y/120V 30 4W, SURFACE NEMA 1 PANEL ` PP 1 ' SCHEDULE: 200A MAIN LUGS, 1-30 POS SECTION * = GROUND FAULT CIRCUIT INTERRUPTER 1 - 15/1 WAITING TOILETS ELEC HEAT 2 - 15/1 STAFF TLT/PAT TLT ELEC HT 3 - 151/2 NORTH VESTIBULE ELEC HEAT 4 - 15/2 SOUTH VESTIBULE ELEC HEAT 5 _ 1 l 1 6- 1 1 1 7 - 20/1 WORK STA 1-2-3-4 RECEPTS 8 - 20/1 WORK STA 3-4-5-6 RECEPTS 9 - 20/1 STAFF RM REFRIGERATOR 10 - 20/1 STAFF RM COUNTER RECEPT 11 - 20/1 STAFF RM MICROWAVE 12 - 20/1 ADMIN/STAFF RM RECEPTS 13 - 20/1 INTAKE DESK RECEPTS 14 - 20/1 INTAKE DESK RECEPTS 15 - 20/1 WAITING CORRIDOR RECEPTS 16 - 20/1 WAITING AREA RECEPTACLES 17 - 20/1 INTAKE SOUTH QUAD/SECURITY 18 - 20/1 SPARE 19 - 20/1 SOIL/CLEAN/RECOVR/ATTIC LTS 20 - 20/1 CLINIC/WAITING LIGHTING 21 - 15/2 EXTERIOR LIGHTS 22 - 15/2 ACCU-3 (ELEC CLOSET) 23 - 1 1 24 20/1 CLEAN WORK ROOM RECEPTS 25 - 20/1 SPARE 26 - 20/1 SPARE 27 - 20/1 SPARE 28 - 20/1 SPARE 29 - 20/1 SPARE 30 - 20/1 SPARE Gary McCoola, Architect, PLLC 3 Broad Street - 3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 VISION Engineering CONSTRUCTION PRINT JULY 1, 2016 A7 q quca*y Service Sioux 1944 FRIEDMAN FISHER ASSOCIATES, P.C. CONSULTING ENGUIEW 22 Aviation Rosa. Albany. New York 12206 779L (616) 466-7040 PAX (616) 468-7048 msil0hiedmenflaher.00m PP1-14 U -- - 60"N FOR SECURITY, *771 COORDINATE 0 EXACT — 00 - - -- - LOCATIONS (, N WITH SECURITY EUH_2 CONTRACTOR. W PP 1-4 O M 15/2 D L ENTRY L_ 0 RECEP 0 ry i, GR wP;3� / M - --� Lo -23 - ---- o -- ----- -- 0 •- E U Q) PROVIDE POWER TO WEATHERPROOF 0 :3 JUNCTION BOX FOR HANDICAP LIFT FOR LIFT INSTALLER TO CONNECT. COORDINATE EXACT LOCATION WITH LIFT INSTALLER. FIRST FLOOR UTILITY PLAN (NORTH SCALE: 1/4* = 1'-0" c m 11 IT 1 GENERAL NOTES: tl PANEL EPP-\ 1. CONTRACTOR SHALL SIZE CONDUIT AND CONDUCTORS FOR VOLTAGE DROP PER THE CURRENT ADOPTED VERSION OF THE NEC BASED ON LINEAR CONDUIT RUN. 208Y/120V 30 4W, SURFACE NEMA 1 PANEL `EPP' SCHEDULE: 125A MAIN LUGS, 1-30 POS SECTION * = GROUND FAULT CIRCUIT INTERRUPTER 1 - 40/3 AHU-1 2 - 15/2 EF -1 3 - FOR SECURITY, 4 - 1 1 5 - LOCATION OF 6 - 15/1 HOT WATER P1 CIRC PUMP 7 - 15/1 BOILER CIRC PUMPS 8 - 15/1 HOT WATER P1 CIRC PUMP 9 - 15/1 VAV BOXES 10 - 15/1 BOILER #1 11 - 20/1 TRTMENT RM 1 N. RECEPTS 12 - 15/1 BOILER #2 13 - 20/1 TRTMENT RM 1 S. RECEPTS 14 - 20/1 MED SUPP/SOILED REFRIG/FRZR 15 - 20/1 TRTMENT RM 2 N. RECEPTS 16 - 20/1 NURSE/LAB REFRIGERATORS 17 - 20/1 TRTMENT RM 2 S. RECEPTS 18 - 20/1 MEDS REFRIGERATOR 19 - 20/1 MECHANICAL ROOM RECEPTS 20 - 20/1 SECURITY QUADS 21 - 20/1 SECURITY POWER 22 - 20/1 SECURITY QUADS 23 - 15/1 HANDICAP LIFT 24 - 20/1 CLEAN WORK ROOM RECEPTS 25 - 20/1 SOILED WORK ROOM RECEPTS 26 - 20/1 TREATMENT CORRIDOR RECEPTS 27 - 20/1 SPARE 28 - 20/1 GENERATOR BATTERY CHARGER 29 - 20/1 MECH/TREATMENT LIGHTS 30 - 20/1 RECOVERY/CLINIC CORR LIGHTS 31 - 20/1 WAITING/WK STA CORR LIGHTS 32 - 15/2 GENERATOR BLOCK HEATER 33 - 20/1 BMS PANEL 34 - PROVIDE (2) #12 + #12G IN 3/4" CONDUIT FROM OUTDOOR UNIT ENLARGED ELECTRICAL ROOM PLAN 35 - 20/1 SPARE 36 - 20/1 SPARE 37 - -/- SPACE 38 - -/- SPACE 39 - -/- SPACE 40 - -/- SPACE 41 - -/- SPACE 42 - -/- SPACE AUTOMATIC TRANSFER SWITCH — 2. ELECTRICAL CONTRACTOR SHALL COORDINATE MECHANICAL EQUIPMENT ELECTRICAL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO PLACEMENT OF ORDER OF ALL MECHANICAL EQUIPMENT. 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BID DATE AND VERIFYING THE EXACT EXTENT OF EXISTING CONDITIONS. 47 z 3 ELERMDATA FOR SECURITY, • KEYED NOTES: COORDINATE EXACT , pp, LOCATION OF 1O RECEPTACLE FOR SHELF MOUNT MICROWAVE, COORDINATE EXACT RECEPTACLES AND EPP-21 LOCATION WITH ARCHITECTURAL ELEVATIONS. WALL MOUNTED EPP-20 JUNCTION BOXPANEL O2 PROVIDE UNSWITCHED POWER TO OWNER PROVIDED CEILING WITH SECURITY Ppl, MOUNTED PROCEDURE LIGHT FROM LIGHTING CIRCUIT IN THE CONTRACTOR ROOM. EPP-22 3O PROVIDE POWER TO MECHANICAL EQUIPMENT VIA MOTOR RATED x Uji SWITCHES OR DISCONNECT SWITCH AS SHOWN. FOR BOILERS, r- - - - - - - - - - -� PROVIDE EMERGENCY OFF SWITCH FOR EACH AT THE ENTRANCE TO U THE MECHANICAL ROOM. WIRE EXHAUST FANS EF2/3/4 VIA MC I_ - - - - - - - - J PROVIDED MOTOR STARTERS. WIRE CIRCULATION PUMP CP1 & (2) Z P3 PUMPS VIA PC/MC PROVIDED AQUASTATS AND MOTOR STARTERS. COORDINATE WITH MECHANICAL/PLUMBING CONTRACTOR. ❑ Y TEL/DATA SERVICE ENTRANCE PROVIDE (2) 4" CONDUITS O WIRE EXHAUST FAN AS SHOWN VIA MECHANICAL CONTRACTOR EQUIPMENT AREA, PROVIDE (2) FROM ABOVE TEL/DATA PROVIDED DISCONNECT SWITCH. COORDINATE WITH MECHANICAL 2" UNDERGROUND CONDUIT SERVICE AREA TO ATTIC CONTRACTOR. WITH PULLSTRING TO TELECOM AREA FOR TELECOM PEDESTAL, SEE SITE PLAN. CABLING PATHWAY. O5 PROVIDE POWER TO INTEGRAL DISCONNECT OF MECHANICAL UNIT. FIRESTOP PENETRATIONS. COORDINATE WITH MECHANICAL CONTRACTOR. W� O PROVIDE (2) #12 + #12G IN 3/4" CONDUIT FROM OUTDOOR UNIT ENLARGED ELECTRICAL ROOM PLAN TO WALL MOUNTED INDOOR UNIT OF ACCU-3 FOR POWER/CONTROL CONNECTION. COORDINATE WITH MECHANICAL U.1 CONTRACTOR. SCALE: 1/2" = 1'-0" 0 a O7 PROVIDE RECESSED BOX AT 48" A.F.F. AND 1/2" CONDUIT TO ABOVE ACCESSIBLE CEILING FOR FIRE ALARM PULL STATION BY v, OTHERS. O8 DOOR SHALL HAVE KEY FOB AND ELECTRIC STRIKE. PROVIDE 120V POWER FOR ELECTRIC STRIKE AS REQUIRED FROM NEAREST RECEPTACLE CIRCUIT, CONDUIT TO DOORFRAME FOR LOW VOLTAGE WIRING, BOX FOR FOB READER. VERIFY ALL REQUIREMENTS WITH 00 SECURITY CONTRACTOR. 0g DOOR SHALL HAVE POWER OPERATOR. PROVIDE BOX ON BOTH SIDES OF DOOR FOR PUSHBUTTONS AND POWER FROM NEAREST RECEPTACLE CIRCUIT TO DOOR MOUNTED OPERATOR, COORDINATE INSTALLATION, HEIGHTS, ETC WITH HARDWARE INSTALLER. FFA #7737 DATE: 7/1/16 CHECKED BY SC/JLM PROJECT NO. 1512 FIRST FLOOR UTILITY PLAN I� z 3 O 0 x a x U Z ❑ Y H �N O H > � U W� U.1 0 a v, 00 DATE: 7/1/16 CHECKED BY SC/JLM PROJECT NO. 1512 FIRST FLOOR UTILITY PLAN I�